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Sheet Piling Handbook Content
Status 04/2010
All the details contained in this handbook are non-binding. We reserve the right to make changes. Reproduction, even of extracts, is permitted only with our consent.
The terms LARSSEN, UNION, SIRO and WALL used in this handbook are registered trade marks.
1.0
2.0
3.0
4.0
5.0
6.0
Available types
Terms of delivery
Section illustrations and data
Steel piles
Box piles
Steel sheet pile walls
Wide flange bearing piles
Wide flange beams
Special services
Anchors/anchor equipment
Driving, extracting, drilling and pressing equipment
Pipe piles
Pipe pile walls
Angle walls
3rd edition
Section product range
Design tables conforming to EAB
3.1 Interlock designs
3.2 Steel grades and terms of delivery for hot-rolled sections
3.2.1 Steel grades for hot-rolled sections
3.2.1
3.2.2
3.2.3
3.0
Available types, terms of delivery
Higher-strength, weldable sheet piling steels supplied to works standards
ÜHP proof of conformity for steel sheet piles according to Bauregelliste A , Part 1
Deviation limits and dimensional tolerances for hot-rolled sheet piles made of unalloyed steels conforming to DIN EN 10 248-2
3.3 Steel grades and terms of delivery for cold roll formed sheet piles
3.3.1 Steel grade for cold roll formed sheet piles conforming to DIN EN 10 249-1
3.3.1 Deviation limits and dimensional tolerances for cold roll formed sheet piles made of unalloyed steels conforming to DIN EN 10 249-2
3.4 Available types/handling holes and cramping/welding
LARSSEN sections
HOESCH sections
UNION straight-web sections
Lightweight sections
Trench sheeting sections
3.4.1
3.4.2
3.4.3
3.4.4
3.4.5
3.5 Fitting the section interlocks together
LARSSEN
HOESCH
UNION straight-web sections
3.5.1
3.5.2
3.5.3
Page 1
Page 2
Page 2
Page 3
Page 4
Page 5
Page 5
Page 6 to 8
Page 9 to 10
Page 11 to 12
Page 13 to 14
Page 15
Page 17 to 18
Page 18
Page 16
3.2.1 Materials Standard steel grades for PEINE sections Page 2
4.0
Steel piles, pipe piles, composite sheet piling
4.1 LARSSEN steel piles
Product range
4.2 HOESCH steel piles
Product range
4.3 UNION steel piles
Product range
4.4 LARSSEN box piles
Product range
4.5 PEINE PSp steel sheet piling
Product range
4.5.1 Dimensions and weights
4.5.2 PEINE PZ intermediate sections
4.5.3 PEINE P locking bar
4.5.4 PEINE PSp box pilesSingle pile without locking bars
4.5.5 PEINE PSp box piles with locking barsPEINE PSp box pile wall, combination C1/C23
4.5.6 Composite PEINE sheet piling
4.5.7 PSp part sections for corner and junction piles
4.5.8 Examples of PEINER corner sections
4.5.9 Corner constructions with composite PEINE steel sheet piling
4.5.10 Driving instructions for PEINE PSp/PZi sections
4.6 PEINE PSt steel piles
Product range
Page 1 to 12
Page 14 to 20
Page 21 to 27
Page 13
Page 28
Page 29
Page 30
Page 31
Page 32 to 41Page 42 to 43
Page 44 to 56
Page 57
Page 58
Page 59
Page 60
Page 61
4.0
Steel piles, pipe piles, composite sheet piling
4.7 HP steel piles
ide flange bearing piles
HP 220 HP 400, HP 8 HP 14
Product range for W
4.9 Pipe piles/pipe pile walls
4.9.1 Pipe piles
4.9.2 Pipe piles with LARSSEN intermediate piles
4.10 Angle walls
Page 62 to 64
4.8 HEB wide flange beams
conforming to EN 1025
Product range for HEB Wide flange beams 100 1000 Page 65 to 66
Page 67 to 68
Page 75
Page 69 to 74
5.1
5.2
5.3
Welded structures
5.6
5.8
5.9
5.7
5.10
Special services
Project planning, sale/hire, service,
project supervision from a single source
Design and evaluation of bids, consultancy
5.1.1
5.1.2
Quality assurance
Interlock sealing
5.4 Corrosion protection
5.5
Anchors and accessories
Knife-edge bearings on steel sheet piles
Testing interlock tightness
Driving caps
Starter weight
5.0
Special services
Page
Page
Page 3
Page 4 to 5
Page 6
Page
Page
Page
Page 10 to 11
Page 12 to 21
Page
1
2
7
8
9
22
4.0
Box piles
Steel sheet pile walls
Wide flange bearing piles
Wide flange beams
Pipe piles
Pipe pile walls
Angle walls
Steel piles
4.0
Box piles
Steel sheet pile walls
Wide flange bearing piles
Wide flange beams
Pipe piles
Pipe pile walls
Angle walls
Steel piles
1
LARSSEN LP steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
y y
z
z
B
H
s
t
Second
moment of
inertia
Iy Iz
4cm 4cm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LP 6020
2
LP 6030
2
LP 603 K0
2
1190
2830
1540
3320
1830
1990
1920
2115
107
185
130
209
634
538
350
390
384
424
8.2 8.0162
158
156
150
136
236
166
266
1640
1680
1560
1640
12.4
15.3
13.3
16.3
1700
3320
2260
2430
130
208638
354
3949.7 8.2
173
166
166
266
1810
1890
13.5
15.7
1740
3320
2410
2570
136
215638
350
39010.0 9.0
173
166
174
274
1810
1890
13.2
15.4
LP 22 10/100
2
72200
77400
76100
81300
20800
55100
29500
70340
58320
63500
51600
56800
30200
65200
LP 6000
2
820
1650
2020
2180
113
191638
192
2329.5 9.5
148
146
144
244
1040
1080
7.4
8.9
7900
19200
64400
69600
30400
64700
LP 604 n0
2
2210
4150
2630
2790
148
226638
424
46410.0 9.0
187
178
188
288
2160
2260
15.8
18.3
LP 703 K0
2
2080
4130
2780
2920
144
223738
444
48410.0 9.0
196
199
184
284
2370
2460
15.8
18.8
83900
89100
46900
96300
46100
100000
102600
107800
10.0 10.0
LP 600 K0
2
870
1690
2070
2230
119
197638
192
23210.0 10.0
148
148
151
251
1040
1080
7.4
8.8
66000
71200
8400
19700
LP 6010
2
1060
2710
1660
1830
94
171632
350
3907.5 6.4
162
158
118
218
1640
1680
12.5
15.6
18600
52800
52600
57800
LP 7030
2
1940
4010
2620
2760
135
214738
444
4849.5 8.0
196
199
172
272
2370
2460
15.8
18.9
96800
102000
43100
96900
Dimensions
2
LARSSEN LP steel piles
y y
z
z
B
H
s
t
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LP 605 K0
2
2830
4960
3020
3180
173
252637
LP 230
2
2310
4480
2330
2520
155
234536
470
51011.5 10.0
175
167
197
297
1960
2070
16.6
19,6
54300
114300
62400
67600
470
51012.2 10.0
192
184
221
312
2160
2260
17.3
19.9
LP 7550
2
3370
5590
3840
3970
191
270788
494
53411.7 10.0
217
209
244
344
2960
3080
18.5
20.8
66400
126500
96200
101400
83300
149300
151400
156600
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LP 240
2
2840
4970
2400
2590
175
254536
470
51015.6 10.0
175
167
222
322
1960
2070
17.3
19.8
66700
126700
64300
69500
LP 250
2
3440
5520
2720
2910
206
285536
470
51020.0 11.5
175
167
262
362
1960
2070
17.6
19.7
80700
140800
72800
78000
LP 7040
2
2540
4770
3170
3310
161
240738
484
52410.2 9.5
205
197
205
305
2650
2760
17.3
20.2
61520
125100
116800
122000
LP 6050
2
2800
4930
2850
3010
167
246637
470
51012.5 9.0
192
184
212
313
2360
2470
17.6
20.1
65700
125800
90700
95900
LP 606 n0
2
3410
5580
3080
3240
188
267636
485
52514.4 9.2
196
186
240
340
2430
2540
18.6
20.8
82800
146500
97900
103100
LP 607 n0
2
4340
6540
3460
3630
228
307636
502
54219.0 10.6
199
189
290
390
2490
2610
19.4
21.3
109100
177200
110100
115300
1
LARSSEN LP steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
y y
z
z
B
H
s
t
Second
moment of
inertia
Iy Iz
4cm 4cm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LP 6020
2
LP 6030
2
LP 603 K0
2
1190
2830
1540
3320
1830
1990
1920
2115
107
185
130
209
634
538
350
390
384
424
8.2 8.0162
158
156
150
136
236
166
266
1640
1680
1560
1640
12.4
15.3
13.3
16.3
1700
3320
2260
2430
130
208638
354
3949.7 8.2
173
166
166
266
1810
1890
13.5
15.7
1740
3320
2410
2570
136
215638
350
39010.0 9.0
173
166
174
274
1810
1890
13.2
15.4
LP 22 10/100
2
72200
77400
76100
81300
20800
55100
29500
70340
58320
63500
51600
56800
30200
65200
LP 6000
2
820
1650
2020
2180
113
191638
192
2329.5 9.5
148
146
144
244
1040
1080
7.4
8.9
7900
19200
64400
69600
30400
64700
LP 604 n0
2
2210
4150
2630
2790
148
226638
424
46410.0 9.0
187
178
188
288
2160
2260
15.8
18.3
LP 703 K0
2
2080
4130
2780
2920
144
223738
444
48410.0 9.0
196
199
184
284
2370
2460
15.8
18.8
83900
89100
46900
96300
46100
100000
102600
107800
10.0 10.0
LP 600 K0
2
870
1690
2070
2230
119
197638
192
23210.0 10.0
148
148
151
251
1040
1080
7.4
8.8
66000
71200
8400
19700
LP 6010
2
1060
2710
1660
1830
94
171632
350
3907.5 6.4
162
158
118
218
1640
1680
12.5
15.6
18600
52800
52600
57800
LP 7030
2
1940
4010
2620
2760
135
214738
444
4849.5 8.0
196
199
172
272
2370
2460
15.8
18.9
96800
102000
43100
96900
Dimensions
2
LARSSEN LP steel piles
y y
z
z
B
H
s
t
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LP 605 K0
2
2830
4960
3020
3180
173
252637
LP 230
2
2310
4480
2330
2520
155
234536
470
51011.5 10.0
175
167
197
297
1960
2070
16.6
19,6
54300
114300
62400
67600
470
51012.2 10.0
192
184
221
312
2160
2260
17.3
19.9
LP 7550
2
3370
5590
3840
3970
191
270788
494
53411.7 10.0
217
209
244
344
2960
3080
18.5
20.8
66400
126500
96200
101400
83300
149300
151400
156600
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LP 240
2
2840
4970
2400
2590
175
254536
470
51015.6 10.0
175
167
222
322
1960
2070
17.3
19.8
66700
126700
64300
69500
LP 250
2
3440
5520
2720
2910
206
285536
470
51020.0 11.5
175
167
262
362
1960
2070
17.6
19.7
80700
140800
72800
78000
LP 7040
2
2540
4770
3170
3310
161
240738
484
52410.2 9.5
205
197
205
305
2650
2760
17.3
20.2
61520
125100
116800
122000
LP 6050
2
2800
4930
2850
3010
167
246637
470
51012.5 9.0
192
184
212
313
2360
2470
17.6
20.1
65700
125800
90700
95900
LP 606 n0
2
3410
5580
3080
3240
188
267636
485
52514.4 9.2
196
186
240
340
2430
2540
18.6
20.8
82800
146500
97900
103100
LP 607 n0
2
4340
6540
3460
3630
228
307636
502
54219.0 10.6
199
189
290
390
2490
2610
19.4
21.3
109100
177200
110100
115300
LARSSEN LD steel piles
3
Hyy
t
s
z
z
B
LD 604 n0
3
5430
8420
4860
7700
221
339
873
873
768
78810.0 9.0
274
262
282
432
4890
5050
212000
362500
27.4
29.0
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LD 601
LD 602
LD 603
LD 600
LD 600 K
LD 603 K
LD 22 10/100
3
LD 23
0
3
0
3
0
3
0
3
3250
6070
3090
5860
140
258745
727
7477.5 6.4
239
232
177
327
4090
4160
114800
240800
25.4
27.1
3690
6480
3490
6240
160
278745
727
7478.2 8.0
239
232
204
354
4090
4160
130200
256200
25.3
26.9
4150
6310
3310
5190
169
287686
651
6719.5 9.5
219
214
215
365
3210
3270
114000
192500
23.0
23.0
4330
6310
3840
6580
3460
5350
3600
6260
178
296
195
313
686
730
651
671
663
683
10.0
10.0
10.0
10.0
219
214
234
221
227
377
248
398
3210
3270
3510
3640
118800
197200
131600
253300
22.9
22.9
23.0
25.2
0
3
0
3
4730
7440
4150
6720
194
312811
733
7539.7 8.2
256
245
249
399
4380
4500
168200
294500
26.0
27.1
4950
7640
4330
6860
204
322811
736
75310.0 9.0
256
245
261
411
4380
4500
175700
301700
25.9
27.1
0
3
4760
7820
4520
7490
233
250812
712
73211.5 10.0
259
245
296
446
4080
4310
183200
333600
24.9
27.3
212100
336200
115100
218100
129900
232400
113500
177900
118800
183500
131500
228800
168300
272500
175600
279400
183400
304300
LD 240
3
5470
8450
5160
8120
263
380812
712
73215.6 10.0
259
245
333
483
4080
4310
210000
358500
25.1
27.2
209600
329800
4Hyy
t
s
z
z
B
LARSSEN LD steel piles
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LD 703 K0
3
5800
9090
5520
8820
216
334899
864
88410.0 9.0
286
278
275
425
5784
5910
248600
428000
30.0
31.7
LD 250
3
LD 7040
3
6020
9510
5670
9080
242
359954
885
90510.2 9.5
300
290
308
458
6220
6370
270700
466900
29.7
31.9
LD 7550
3
8500
11950
7850
11320
287
4051018
935
95511.7 10.0
319
309
365
515
7020
7190
399500
609900
33.1
34.4
6500
9390
6170
9140
309
427812
712
73220.0 11.5
259
245
393
543
4080
4310
249600
397100
25.2
27,0
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LD 6050
3
6160
9300
5660
8730
251
368897
792
81212.5 9.0
283
270
318
468
5190
5360
254000
421100
28.3
30.0
LD 605 K0
3
6390
9520
5860
8910
260
378897
792
81212.2 10.0
283
270
330
480
5190
5360
263600
430800
28.3
30.0
LD 606 n0
3
7080
10230
6690
9920
283
400908
799
81914.4 9.2
286
273
360
510
5280
5450
298600
472000
28.8
30.4
LD 607 n0
3
8550
11670
7930
11140
342
460922
805
82519.0 10.6
290
277
435
585
5380
5570
366700
544700
29.0
30.5
248200
396400
270600
432900
399400
576200
250500
371300
253900
391700
262700
399800
303900
450500
365800
513700
LD 7030
3
5420
8740
5170
8460
203
320899
864
8849.5 8.0
274
258
286
278
5784
5910
232500
411800
30.0
31.8
232300
380300
4.1
LARSSEN steel piles
LARSSEN LD steel piles
3
Hyy
t
s
z
z
B
LD 604 n0
3
5430
8420
4860
7700
221
339
873
873
768
78810.0 9.0
274
262
282
432
4890
5050
212000
362500
27.4
29.0
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LD 601
LD 602
LD 603
LD 600
LD 600 K
LD 603 K
LD 22 10/100
3
LD 23
0
3
0
3
0
3
0
3
3250
6070
3090
5860
140
258745
727
7477.5 6.4
239
232
177
327
4090
4160
114800
240800
25.4
27.1
3690
6480
3490
6240
160
278745
727
7478.2 8.0
239
232
204
354
4090
4160
130200
256200
25.3
26.9
4150
6310
3310
5190
169
287686
651
6719.5 9.5
219
214
215
365
3210
3270
114000
192500
23.0
23.0
4330
6310
3840
6580
3460
5350
3600
6260
178
296
195
313
686
730
651
671
663
683
10.0
10.0
10.0
10.0
219
214
234
221
227
377
248
398
3210
3270
3510
3640
118800
197200
131600
253300
22.9
22.9
23.0
25.2
0
3
0
3
4730
7440
4150
6720
194
312811
733
7539.7 8.2
256
245
249
399
4380
4500
168200
294500
26.0
27.1
4950
7640
4330
6860
204
322811
736
75310.0 9.0
256
245
261
411
4380
4500
175700
301700
25.9
27.1
0
3
4760
7820
4520
7490
233
250812
712
73211.5 10.0
259
245
296
446
4080
4310
183200
333600
24.9
27.3
212100
336200
115100
218100
129900
232400
113500
177900
118800
183500
131500
228800
168300
272500
175600
279400
183400
304300
LD 240
3
5470
8450
5160
8120
263
380812
712
73215.6 10.0
259
245
333
483
4080
4310
210000
358500
25.1
27.2
209600
329800
4
Hyy
t
s
z
z
B
LARSSEN LD steel piles
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LD 703 K0
3
5800
9090
5520
8820
216
334899
864
88410.0 9.0
286
278
275
425
5784
5910
248600
428000
30.0
31.7
LD 250
3
LD 7040
3
6020
9510
5670
9080
242
359954
885
90510.2 9.5
300
290
308
458
6220
6370
270700
466900
29.7
31.9
LD 7550
3
8500
11950
7850
11320
287
4051018
935
95511.7 10.0
319
309
365
515
7020
7190
399500
609900
33.1
34.4
6500
9390
6170
9140
309
427812
712
73220.0 11.5
259
245
393
543
4080
4310
249600
397100
25.2
27,0
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LD 6050
3
6160
9300
5660
8730
251
368897
792
81212.5 9.0
283
270
318
468
5190
5360
254000
421100
28.3
30.0
LD 605 K0
3
6390
9520
5860
8910
260
378897
792
81212.2 10.0
283
270
330
480
5190
5360
263600
430800
28.3
30.0
LD 606 n0
3
7080
10230
6690
9920
283
400908
799
81914.4 9.2
286
273
360
510
5280
5450
298600
472000
28.8
30.4
LD 607 n0
3
8550
11670
7930
11140
342
460922
805
82519.0 10.6
290
277
435
585
5380
5570
366700
544700
29.0
30.5
248200
396400
270600
432900
399400
576200
250500
371300
253900
391700
262700
399800
303900
450500
365800
513700
LD 7030
3
5420
8740
5170
8460
203
320899
864
8849.5 8.0
274
258
286
278
5784
5910
232500
411800
30.0
31.8
232300
380300
4.1
LARSSEN steel piles
5
LARSSEN LV steel piles
s
y y H
B
z
z
t
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LV 601
LV 602
LV 603
LV 604 n
LV 600
LV 600 K
LV 603 K
LV 22 10/100
4
LV 23
0
4
0
4
0
4
0
4
0
4
0
4
0
4
0
4
5380
10130
6460
10850
187
344
260
417
970
1010
910
950
7.5 6.4325
308
310
292
236
436
331
531
7110
7850
5870
6030
261100
511400
294100
515600
33.3
34.2
29.8
31.2
6150
10860
214
374
970
10108.2 8.0
325
308
272
472
7110
7850
298100
548400
33.1
34.1
6600
10470
226
386
815
8559.5 9.5
298
282
288
488
5950
6030
267300
444800
30.5
30.2
6900
10790
238
395
815
85510.0 10.0
298
282
302
502
5950
6030
280930
460880
30.5
30.3
7830
12530
259
416
980
10209.7 8.2
340
322
330
530
7490
7680
383900
639100
34.1
34.7
8220
12900
272
429
980
102010.0 9.0
340
322
347
547
7490
7680
402700
657900
34.1
34.7
9050
14050
295
452
1046
108610.0 9.0
364
342
376
576
8190
8850
473500
762800
35.5
36.4
8010
12750
310
470
990
103011.5 10.0
348
325
395
595
6600
7450
396500
656800
31.6
33.2
10.0 10.0
LV 7030
4
9160
14790
270
427
1169
12099.5 8.0
385
367
344
544
10000
10180
535500
894200
39.5
40.5
LARSSEN LV steel piles
s
y y H
B
z
zt
6
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LV 703 K0
4
9790
15400
288
445
1169
120910.0 9.0
385
367
367
567
10000
10180
572300
931000
39.5
40.5
LV 6050
4
LV 606 n0
4
LV 250
4
LV 605 K0
4
LV 607 n0
4
LV 7040
4
LV 7550
4
10530
16330
322
479
1209
124910.2 9.5
402
383
410
610
10550
10990
636800
1019700
39.4
40.9
14300
20290
382
539
1269
130911.7 10.0
427
407
487
687
11920
12440
907400
1328000
43.2
44.0
14410
19620
456
613
1122
116219.0 10.6
390
360
580
780
8830
9740
808400
1140000
37.3
38.2
10330
15510
334
491
1090
113012.5 9.0
380
352
425
625
8640
9350
562900
876100
36.4
37.4
11830
17030
377
534
1105
114514.4 9.2
480
680
8700
9510
653400
975100
36.9
37.8
10650
15820
347
507
1090
113012.2 10.0
380
352
442
642
8640
9350
580400
893600
36.2
37.3
11090
15710
412
572
990
103020.0 11.5
348
325
524
724
6600
7450
548900
809100
32.4
33.4
380
355
LV 240
4
9240
13950
350
510
990
103015.6 10.0
348
325
446
646
6600
7450
457900
718200
32.0
33.3
4.1
LARSSEN steel piles
5
LARSSEN LV steel piles
s
y y H
B
z
z
t
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LV 601
LV 602
LV 603
LV 604 n
LV 600
LV 600 K
LV 603 K
LV 22 10/100
4
LV 23
0
4
0
4
0
4
0
4
0
4
0
4
0
4
0
4
5380
10130
6460
10850
187
344
260
417
970
1010
910
950
7.5 6.4325
308
310
292
236
436
331
531
7110
7850
5870
6030
261100
511400
294100
515600
33.3
34.2
29.8
31.2
6150
10860
214
374
970
10108.2 8.0
325
308
272
472
7110
7850
298100
548400
33.1
34.1
6600
10470
226
386
815
8559.5 9.5
298
282
288
488
5950
6030
267300
444800
30.5
30.2
6900
10790
238
395
815
85510.0 10.0
298
282
302
502
5950
6030
280930
460880
30.5
30.3
7830
12530
259
416
980
10209.7 8.2
340
322
330
530
7490
7680
383900
639100
34.1
34.7
8220
12900
272
429
980
102010.0 9.0
340
322
347
547
7490
7680
402700
657900
34.1
34.7
9050
14050
295
452
1046
108610.0 9.0
364
342
376
576
8190
8850
473500
762800
35.5
36.4
8010
12750
310
470
990
103011.5 10.0
348
325
395
595
6600
7450
396500
656800
31.6
33.2
10.0 10.0
LV 7030
4
9160
14790
270
427
1169
12099.5 8.0
385
367
344
544
10000
10180
535500
894200
39.5
40.5
LARSSEN LV steel piles
s
y y H
B
z
z
t
6
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
LV 703 K0
4
9790
15400
288
445
1169
120910.0 9.0
385
367
367
567
10000
10180
572300
931000
39.5
40.5
LV 6050
4
LV 606 n0
4
LV 250
4
LV 605 K0
4
LV 607 n0
4
LV 7040
4
LV 7550
4
10530
16330
322
479
1209
124910.2 9.5
402
383
410
610
10550
10990
636800
1019700
39.4
40.9
14300
20290
382
539
1269
130911.7 10.0
427
407
487
687
11920
12440
907400
1328000
43.2
44.0
14410
19620
456
613
1122
116219.0 10.6
390
360
580
780
8830
9740
808400
1140000
37.3
38.2
10330
15510
334
491
1090
113012.5 9.0
380
352
425
625
8640
9350
562900
876100
36.4
37.4
11830
17030
377
534
1105
114514.4 9.2
480
680
8700
9510
653400
975100
36.9
37.8
10650
15820
347
507
1090
113012.2 10.0
380
352
442
642
8640
9350
580400
893600
36.2
37.3
11090
15710
412
572
990
103020.0 11.5
348
325
524
724
6600
7450
548900
809100
32.4
33.4
380
355
LV 240
4
9240
13950
350
510
990
103015.6 10.0
348
325
446
646
6600
7450
457900
718200
32.0
33.3
4.1
LARSSEN steel piles
y
z
z
t
s
y
B
H
LARSSEN LF steel piles
7
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
sec-
tion
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LF 6010
5
LF 6020
5
LF 6000
5
8190
17050
8030
15410
234
4301228
1171
11917.5 6.4
396
380
295
545
10740
11040
494000
1054000
40.9
44.0
9380
18330
9200
16640
267
4631228
1171
11918.2 8.0
454
414
340
590
12100
13240
565700
1134000
40.8
43.8
9940
17950
9820
16950
9280
16030
9590
15760
282
478
325
521
1127
1135
1074
1094
1080
1100
9.5 9.5363
348
380
353
359
609
414
664
9270
9330
8870
9740
521800
979600
545100
966000
38.1
40.1
36.3
38.1
LF 6030
5
LF 600 K0
5
LF 603 K0
5
LF 22 10/100
5
11840
21020
11260
18730
324
5201273 1213
12339.7 8.2
423
394
415
665
11240
11950
717900
1310000
41.6
44.4
10430
18460
9730
16490
297
4931127
1074
109410.0 10.0
363
348
378
628
9270
9330
547500
1007000
38.1
40.0
12400
21660
11800
19310
341
5371273
1213
123310.0 9.0
423
394
435
685
11240
11950
752300
1350000
41.6
44.4
0
5
12050
21140
11780
18880
388
5841222
1165
118511.5 10.0
428
378
494
744
9610
10980
718400
1288000
38.2
41.6LF 23
10.0 10.0
493200
946300
564900
1021000
522800
903400
544200
894400
716600
1192000
548200
929400
751300
1229000
719600
1153000
LARSSEN LF steel piles
8
y
z
zt
s
y
B
H
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
sec-
tion
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
0
5
0
5
0
5
0
5
0
5
15530
25770
15010
23150
418
6141373
1309
132912.5 9.0
468
425
530
780
12590
13890
1030400
1748000
1030200
1590000
44.1
47.3
17810
28220
17270
25620
471
6671385
1321
134114.4 9.2
478
428
600
850
12740
14140
1195000
1937000
1196000
1774000
44.6
47.7
16530
25660
16130
23510
515
7111222
1165
118520.0 11.5
428
378
655
905
9610
10980
986100
1571000
985300
1436000
38.8
41.7
16090
26430
15560
23730
434
6301373
1309
132912.2 10.0
468
425
552
802
12590
13890
1066800
1792000
1068000
1629000
44.0
47.3
13870
22920
13530
20780
438
6341222
1165
118515.6 10.0
428
378
555
805
9610
10980
827100
1400000
827000
1269000
38.6
41.7
LF 605
LF 606 n
LF 25
LF 605 K
LF 24
LF 607 n0
5
21720
32360
21070
29660
570
7661402
1336
135619.0 10.6
485
434
725
975
12910
14460
1476000
2252000
1477000
2079000
45.1
46.2
LF 604 n0
5
13640
23480
13070
20930
369
5651340
1277
129710.0 9.0
454
414
470
720
12100
13240
875500
1544000
875800
1402000
43.2
46.3
4.1
LARSSEN steel piles
y
z
z
t
s
y
B
H
LARSSEN LF steel piles
7
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
sec-
tion
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LF 6010
5
LF 6020
5
LF 6000
5
8190
17050
8030
15410
234
4301228
1171
11917.5 6.4
396
380
295
545
10740
11040
494000
1054000
40.9
44.0
9380
18330
9200
16640
267
4631228
1171
11918.2 8.0
454
414
340
590
12100
13240
565700
1134000
40.8
43.8
9940
17950
9820
16950
9280
16030
9590
15760
282
478
325
521
1127
1135
1074
1094
1080
1100
9.5 9.5363
348
380
353
359
609
414
664
9270
9330
8870
9740
521800
979600
545100
966000
38.1
40.1
36.3
38.1
LF 6030
5
LF 600 K0
5
LF 603 K0
5
LF 22 10/100
5
11840
21020
11260
18730
324
5201273 1213
12339.7 8.2
423
394
415
665
11240
11950
717900
1310000
41.6
44.4
10430
18460
9730
16490
297
4931127
1074
109410.0 10.0
363
348
378
628
9270
9330
547500
1007000
38.1
40.0
12400
21660
11800
19310
341
5371273
1213
123310.0 9.0
423
394
435
685
11240
11950
752300
1350000
41.6
44.4
0
5
12050
21140
11780
18880
388
5841222
1165
118511.5 10.0
428
378
494
744
9610
10980
718400
1288000
38.2
41.6LF 23
10.0 10.0
493200
946300
564900
1021000
522800
903400
544200
894400
716600
1192000
548200
929400
751300
1229000
719600
1153000
LARSSEN LF steel piles
8
y
z
z
t
s
y
B
H
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
sec-
tion
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
0
5
0
5
0
5
0
5
0
5
15530
25770
15010
23150
418
6141373
1309
132912.5 9.0
468
425
530
780
12590
13890
1030400
1748000
1030200
1590000
44.1
47.3
17810
28220
17270
25620
471
6671385
1321
134114.4 9.2
478
428
600
850
12740
14140
1195000
1937000
1196000
1774000
44.6
47.7
16530
25660
16130
23510
515
7111222
1165
118520.0 11.5
428
378
655
905
9610
10980
986100
1571000
985300
1436000
38.8
41.7
16090
26430
15560
23730
434
6301373
1309
132912.2 10.0
468
425
552
802
12590
13890
1066800
1792000
1068000
1629000
44.0
47.3
13870
22920
13530
20780
438
6341222
1165
118515.6 10.0
428
378
555
805
9610
10980
827100
1400000
827000
1269000
38.6
41.7
LF 605
LF 606 n
LF 25
LF 605 K
LF 24
LF 607 n0
5
21720
32360
21070
29660
570
7661402
1336
135619.0 10.6
485
434
725
975
12910
14460
1476000
2252000
1477000
2079000
45.1
46.2
LF 604 n0
5
13640
23480
13070
20930
369
5651340
1277
129710.0 9.0
454
414
470
720
12100
13240
875500
1544000
875800
1402000
43.2
46.3
4.1
LARSSEN steel piles
9
LARSSEN LS steel piles
y H
B
t
s
y
z
z
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LS 6010
6
LS 6030
6
LS 600 K0
6
LS 603 K0
6
9680
19100
12220
22510
281
516
1604
1644
970
10107.5 6.4
484
435
354
654
12680
13360
36.4
38.4
14200
23550
17460
27700
389
625
1617
1657
980
10209.7 8.2
500
452
496
796
13120
13960
37.5
38.9
12190
19930
16100
25400
356
592
1450
1490
815
85510.0 10.0
435
409
454
754
10940
11210
33.1
33.6
14880
24210
18330
28550
409
644
1617
1657
980
102010.0 9.0
500
452
521
821
13120
13960
469600
964900
695600
1200900
497400
851200
729300
1234600
37.4
38.8
979800
1850600
1411300
2295300
1163900
1895000
1481700
2365600
0
6
14760
24190
17150
26300
465
705
1526
1566
990
103011.5 10.0
511
432
592
892
11340
12160
35.1
37.4
730600
1246000
1309000
2059000LS 23
LS 6020
6
11090
20460
14020
24270
320
560
1604
1644
970
10108.2 8.0
484
435
408
708
12680
13360
36.3
38.2
537900
1033300
1124300
1995000
LS 22 10/100
6
11790
20510
15910
25490
390
626
1448
1488
910
950
455
400
497
797
10140
10930
32.9
35.0
536600
974300
1151700
184570010.0 10.0
LS 6000
6
11760
19420
15350
25040
338
578
1450
1490
815
8559.5 9.5
435
409
430
730
10940
11210
33.0
33.6
476200
825400
1109500
1860800
y H
B
t
s
y
z
z
LARSSEN LS steel piles
10
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
0
6
0
6
0
6
0
6
0
6
19000
29320
22330
32870
501
736
1727
1767
1090
113012.5 9.0
560
480
638
938
14940
16290
40.3
42.0
21880
32270
28080
39420
565
800
1740
1780
1105
114514.4 9.2
567
482
720
1020
15070
16530
41.0
42.6
20700
29900
23310
32330
618
858
1526
1566
990
103020.0 11.5
511
432
786
1086
11340
12160
36.1
37.7
19530
29840
23120
33650
520
760
1727
1767
1090
113012.2 10.0
560
480
663
963
14940
16290
40.1
41.8
17180
26530
19570
26680
525
765
1526
1566
990
103015.6 10.0
511
432
669
969
11340
12160
35.7
37.5
1035000
1656300
1209000
1847000
1024600
1540000
1064500
1685800
850400
1366000
1928000
2904300
2443000
3429000
1778500
2531000
1996200
2972600
1493000
2246000
LS 605
LS 606 n
LS 25
LS 605 K
LS 24
LS 607 n0
6
26860
37250
34110
45520
684
920
1758
1798
1122
116219.0 10.6
576
487
870
1170
15270
16880
41.6
43.0
1507000
2164000
2998000
4001000
LS 604 n0
6
16500
26450
21710
32850
443
678
1682
1722
1046
108610.0 9.0
538
469
564
864
14300
15490
39.1
40.8
863000
1436500
1826000
2762900
4.1
LARSSEN steel piles
9
LARSSEN LS steel piles
y H
B
t
s
y
z
z
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LS 6010
6
LS 6030
6
LS 600 K0
6
LS 603 K0
6
9680
19100
12220
22510
281
516
1604
1644
970
10107.5 6.4
484
435
354
654
12680
13360
36.4
38.4
14200
23550
17460
27700
389
625
1617
1657
980
10209.7 8.2
500
452
496
796
13120
13960
37.5
38.9
12190
19930
16100
25400
356
592
1450
1490
815
85510.0 10.0
435
409
454
754
10940
11210
33.1
33.6
14880
24210
18330
28550
409
644
1617
1657
980
102010.0 9.0
500
452
521
821
13120
13960
469600
964900
695600
1200900
497400
851200
729300
1234600
37.4
38.8
979800
1850600
1411300
2295300
1163900
1895000
1481700
2365600
0
6
14760
24190
17150
26300
465
705
1526
1566
990
103011.5 10.0
511
432
592
892
11340
12160
35.1
37.4
730600
1246000
1309000
2059000LS 23
LS 6020
6
11090
20460
14020
24270
320
560
1604
1644
970
10108.2 8.0
484
435
408
708
12680
13360
36.3
38.2
537900
1033300
1124300
1995000
LS 22 10/100
6
11790
20510
15910
25490
390
626
1448
1488
910
950
455
400
497
797
10140
10930
32.9
35.0
536600
974300
1151700
184570010.0 10.0
LS 6000
6
11760
19420
15350
25040
338
578
1450
1490
815
8559.5 9.5
435
409
430
730
10940
11210
33.0
33.6
476200
825400
1109500
1860800
y H
B
t
s
y
z
z
LARSSEN LS steel piles
10
4.1
LARSSEN steel piles
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Other pile combinations are possible.
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
0
6
0
6
0
6
0
6
0
6
19000
29320
22330
32870
501
736
1727
1767
1090
113012.5 9.0
560
480
638
938
14940
16290
40.3
42.0
21880
32270
28080
39420
565
800
1740
1780
1105
114514.4 9.2
567
482
720
1020
15070
16530
41.0
42.6
20700
29900
23310
32330
618
858
1526
1566
990
103020.0 11.5
511
432
786
1086
11340
12160
36.1
37.7
19530
29840
23120
33650
520
760
1727
1767
1090
113012.2 10.0
560
480
663
963
14940
16290
40.1
41.8
17180
26530
19570
26680
525
765
1526
1566
990
103015.6 10.0
511
432
669
969
11340
12160
35.7
37.5
1035000
1656300
1209000
1847000
1024600
1540000
1064500
1685800
850400
1366000
1928000
2904300
2443000
3429000
1778500
2531000
1996200
2972600
1493000
2246000
LS 605
LS 606 n
LS 25
LS 605 K
LS 24
LS 607 n0
6
26860
37250
34110
45520
684
920
1758
1798
1122
116219.0 10.6
576
487
870
1170
15270
16880
41.6
43.0
1507000
2164000
2998000
4001000
LS 604 n0
6
16500
26450
21710
32850
443
678
1682
1722
1046
108610.0 9.0
538
469
564
864
14300
15490
39.1
40.8
863000
1436500
1826000
2762900
4.1
LARSSEN steel piles
z
z
y y
t
s
H
B
LARSSEN LS-R steel piles
11
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
0
6
0
6
0
6
LS 23 R
LS 24-R
LS 25-R
16980
26850
465
705
1350
136011.5 10.0
522
432
592
892
13120
15010
1171400
1906400
44.5
46.2
19480
29280
525
765
1350
136015.6 10.0
522
432
699
969
13120
15010
1344200
2079200
44.8
46.3
23370
33060
618
858
1350
136020.0 11.5
522
432
786
1086
13120
15010
1612500
2347500
45.3
46.5
17350
28040
19910
30580
23890
34520
1380
1420
1380
1420
1380
1420
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
z
t
s
z
y y
B
H
12
LARSSEN LA-R steel piles
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LA 24-R0
8
LA 25-R0
8
34000
51000
700
1020
1770
181015.6 10.0
691
550
892
1292
21770
24370
3008000
4610000
58.0
59.7
40700
57500
824
1144
1770
181020.0 11.5
691
550
1048
1448
21770
24370
3602000
5204000
58.6
59.9
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
4.1
LARSSEN steel piles
z
z
y y
t
s
H
B
LARSSEN LS-R steel piles
11
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
0
6
0
6
0
6
LS 23 R
LS 24-R
LS 25-R
16980
26850
465
705
1350
136011.5 10.0
522
432
592
892
13120
15010
1171400
1906400
44.5
46.2
19480
29280
525
765
1350
136015.6 10.0
522
432
699
969
13120
15010
1344200
2079200
44.8
46.3
23370
33060
618
858
1350
136020.0 11.5
522
432
786
1086
13120
15010
1612500
2347500
45.3
46.5
17350
28040
19910
30580
23890
34520
1380
1420
1380
1420
1380
1420
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
z
t
s
z
y y
B
H
12
LARSSEN LA-R steel piles
4.1
LARSSEN steel piles
No.
of 1)plates
Section
modulus Wei
ght
Deve-3)loped
Outline
Steel
cross
section
Inclu-4)ded
4)Outl.
Dimensions Circum-2)ference
Area Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm² cm
iyB H t s
Second
moment of
inertia
Iy Iz
4cm 4cm
LA 24-R0
8
LA 25-R0
8
34000
51000
700
1020
1770
181015.6 10.0
691
550
892
1292
21770
24370
3008000
4610000
58.0
59.7
40700
57500
824
1144
1770
181020.0 11.5
691
550
1048
1448
21770
24370
3602000
5204000
58.6
59.9
The plates are welded on the outside of every back of pile. Dimensions 250 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Excluding internal surface of free interlocks.
e1)
e2)
e3)
e4)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
4.1
LARSSEN steel piles
13 14
HOESCH HP steel piles HP / H
4.2
HOESCH steel piles
Excluding internal surface of free interlocks.
Inclusive of steel surface area.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
HP 1205 / 520
HP 1705 K/700
HP 2555 K/700
1205
1705 K
2555 K
3430
4940
6890
215.0
235.5
302.0
1150
1150
1150
520
700
700
9.5
9.5
12.8
9.5
9.5
10.0
300
329
366
274
300
385
3100
4150
4180
88530
173860
242560
17.98
24.10
25.10
270
291
299
4120
5530
6040
Single
piles
Section
modulus
Deve-1)loped
Steel
cross
section
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Iy iyB H t s Out-
line
Inclu-2)ded
Out-2)line
Wei
ght
cm³ kg/m mm mm mm mm cm cm² cm²4cm cmcm²cm
B
y y
Z
Z
H
HP 1205 / H
s
t
U sections for UNION steel piles
322
t
y y
135°
170
83
4.3
UNION steel piles
No.
of 1)plates
UP 1020
2
UP 1320
2
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
386
816
65
112
166
20610 10
82
82
82.5
143.0
457
457
3200
8400
6.23
7.68
480
892
80
127
166
20613 13
82
82
102.0
162.0
457
457
3980
9190
6.24
7.53
UP 1620
2
558
955
95
142
166
20616 16
82
82
121.0
181.0
457
457
4630
9840
6.19
7.37
322
322
322
574
644
641
711
742
812
9240
10370
10320
11450
11950
13070
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
B
Z
Z
y y
s
t
H
UNION UP steel piles
F WyIy G
U section
U 10
U 13
U 16
mm
10
13
16
cm²
41.4
51.0
60.5
cm²
256
268
295
cm³
45
46
51
kg/m
32.5
40.0
47.5
t
Wei
ght
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
13 14
HOESCH HP steel piles HP / H
4.2
HOESCH steel piles
Excluding internal surface of free interlocks.
Inclusive of steel surface area.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
HP 1205 / 520
HP 1705 K/700
HP 2555 K/700
1205
1705 K
2555 K
3430
4940
6890
215.0
235.5
302.0
1150
1150
1150
520
700
700
9.5
9.5
12.8
9.5
9.5
10.0
300
329
366
274
300
385
3100
4150
4180
88530
173860
242560
17.98
24.10
25.10
270
291
299
4120
5530
6040
Single
piles
Section
modulus
Deve-1)loped
Steel
cross
section
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Iy iyB H t s Out-
line
Inclu-2)ded
Out-2)line
Wei
ght
cm³ kg/m mm mm mm mm cm cm² cm²4cm cmcm²cm
B
y y
Z
Z
H
HP 1205 / H
s
t
U sections for UNION steel piles
322
t
y y
135°
1708
3
4.3
UNION steel piles
No.
of 1)plates
UP 1020
2
UP 1320
2
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
386
816
65
112
166
20610 10
82
82
82.5
143.0
457
457
3200
8400
6.23
7.68
480
892
80
127
166
20613 13
82
82
102.0
162.0
457
457
3980
9190
6.24
7.53
UP 1620
2
558
955
95
142
166
20616 16
82
82
121.0
181.0
457
457
4630
9840
6.19
7.37
322
322
322
574
644
641
711
742
812
9240
10370
10320
11450
11950
13070
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
B
Z
Z
y y
s
t
H
UNION UP steel piles
F WyIy G
U section
U 10
U 13
U 16
mm
10
13
16
cm²
41.4
51.0
60.5
cm²
256
268
295
cm³
45
46
51
kg/m
32.5
40.0
47.5
t
Wei
ght
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
15 16
UNION UP steel piles
B
y y
z
z
s
t
H
No.
of 1)plates
UP 1030
3
UP 1330
3
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
1040
1890
98
169
366
38610 10
119
119
124
214
1080
1080
20280
36080
12.8
12.8
1250
2100
120
191
366
38613 13
119
119
153
243
1080
1080
24380
40180
12.6
12.6
UP 1630
3
1470
2330
142
213
366
38616 16
119
119
181
271
1080
1080
28670
44470
12.6
12.6
390
390
390
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
Wei
ght
UNION UP steel piles
t
s
B
Hy y
z
z
UP 134 0
4
8
2410
3680
5150
160
254
348
474
514
514
13 13
157
157
204
324
444
56950
94580
132200
16.7
17.1
17.3
474
514
514
1850
1850
UP 104 0
4
8
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
1980
3290
4760
130
224
318
474
514
514
10 10
157
157
165
285
405
46950
84530
122100
16.9
17.2
17.3
474
514
514
1850
1850
UP 164 0
4
8
2820
4060
5530
190
284
378
474
514
514
16 16
157
157
241
361
481
66700
104350
142000
16.6
17.0
17.2
474
514
514
1850
1850
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
15 16
UNION UP steel piles
B
y y
z
z
s
t
H
No.
of 1)plates
UP 1030
3
UP 1330
3
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
1040
1890
98
169
366
38610 10
119
119
124
214
1080
1080
20280
36080
12.8
12.8
1250
2100
120
191
366
38613 13
119
119
153
243
1080
1080
24380
40180
12.6
12.6
UP 1630
3
1470
2330
142
213
366
38616 16
119
119
181
271
1080
1080
28670
44470
12.6
12.6
390
390
390
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
Wei
ght
UNION UP steel piles
t
s
B
Hy y
z
z
UP 134 0
4
8
2410
3680
5150
160
254
348
474
514
514
13 13
157
157
204
324
444
56950
94580
132200
16.7
17.1
17.3
474
514
514
1850
1850
UP 104 0
4
8
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
1980
3290
4760
130
224
318
474
514
514
10 10
157
157
165
285
405
46950
84530
122100
16.9
17.2
17.3
474
514
514
1850
1850
UP 164 0
4
8
2820
4060
5530
190
284
378
474
514
514
16 16
157
157
241
361
481
66700
104350
142000
16.6
17.0
17.2
474
514
514
1850
1850
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
17 18
UNION UP steel piles
y y
z
z
s
t
H
B
UP 1050
5
UP 1350
5
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
2990
5040
163
281
594
61410 10
192
191
207
357
2590
2700
88970
159800
20.7
21.1
3650
5660
200
318
594
61413 13
192
191
255
405
2590
2700
108500
179300
20.6
21.0
UP 1650
5
4310
6270
237
355
594
61416 16
192
191
302
452
2590
2700
128000
198800
20.6
21.0
620
620
620
2870
5150
3500
5780
4130
6410
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
UNION UP steel piles
y y
z
z
s
t
H
B
UP 136 0
3
6
5130 240
311
381
708
728
748
13 13
228
226
305
395
485
181600
241600
301600
24.4
24.7
24.9
708
3890
4000
UP 106 0
3
6
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
4180 195
266
336
708
728
748
10 10
228
226
248
338
428
148000
208000
268000
24.4
24.8
25.0
708
3890
4000
UP 166 0
3
6
6070 284
355
425
708
728
748
16 16
228
226
362
452
542
214900
274900
334900
24.4
24.6
24.8
708
3890
4000
5550
7150
5880
7570
6440
8040
6830
8520
7330
8930
7770
9460
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
17 18
UNION UP steel piles
y y
z
z
s
t
H
B
UP 1050
5
UP 1350
5
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
2990
5040
163
281
594
61410 10
192
191
207
357
2590
2700
88970
159800
20.7
21.1
3650
5660
200
318
594
61413 13
192
191
255
405
2590
2700
108500
179300
20.6
21.0
UP 1650
5
4310
6270
237
355
594
61416 16
192
191
302
452
2590
2700
128000
198800
20.6
21.0
620
620
620
2870
5150
3500
5780
4130
6410
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
UNION UP steel piles
y y
z
z
s
t
H
B
UP 136 0
3
6
5130 240
311
381
708
728
748
13 13
228
226
305
395
485
181600
241600
301600
24.4
24.7
24.9
708
3890
4000
UP 106 0
3
6
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
4180 195
266
336
708
728
748
10 10
228
226
248
338
428
148000
208000
268000
24.4
24.8
25.0
708
3890
4000
UP 166 0
3
6
6070 284
355
425
708
728
748
16 16
228
226
362
452
542
214900
274900
334900
24.4
24.6
24.8
708
3890
4000
5550
7150
5880
7570
6440
8040
6830
8520
7330
8930
7770
9460
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
19 20
UNION UP steel piles
y y
z
z
s
t
B
H
UP 1070
7
UP 1370
7
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
5580
9670
228
393
818
85010 10
266
260
289
499
5190
5350
228800
415800
28.1
28.9
6900
10930
280
445
818
85013 13
266
260
357
567
5190
5350
282900
470000
28.2
28.8
UP 1670
7
8180 332
497
818
85016 16
266
260
422
632
5190
5350
335400
522500
28.2
28.8
838
870
838
870
838
870
5460
9560
6740
10800
8000
12150
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
UNION UP steel piles
y y
t
s
zB
H
z
UP 138 0
4
8
8930
11350
14140
320
414
508
928
968
968
13 13
304
294
408
528
648
414500
549400
684300
31.9
32.4
32.6
928
968
968
6640
6840
UP 108 0
4
8
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
7280
9770
12550
260
354
448
928
968
968
10 10
304
294
330
450
570
337800
472700
607600
32.0
32.4
32.6
928
968
968
6640
6840
UP 168 0
4
8
10560
12910
15700
380
474
568
928
968
968
16 16
304
294
482
602
722
490000
624900
759800
31.9
32.2
32.4
928
968
968
6640
6840
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
19 20
UNION UP steel piles
y y
z
z
s
t
B
H
UP 1070
7
UP 1370
7
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
5580
9670
228
393
818
85010 10
266
260
289
499
5190
5350
228800
415800
28.1
28.9
6900
10930
280
445
818
85013 13
266
260
357
567
5190
5350
282900
470000
28.2
28.8
UP 1670
7
8180 332
497
818
85016 16
266
260
422
632
5190
5350
335400
522500
28.2
28.8
838
870
838
870
838
870
5460
9560
6740
10800
8000
12150
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
4.3
UNION steel piles
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
UNION UP steel piles
y y
t
s
zB
H
z
UP 138 0
4
8
8930
11350
14140
320
414
508
928
968
968
13 13
304
294
408
528
648
414500
549400
684300
31.9
32.4
32.6
928
968
968
6640
6840
UP 108 0
4
8
Wy Wz
cm³ cm³ kg/m mm mm mm mm cm cm² cm²
Iy Iz
4cm 4cm cm
iyB H t s
7280
9770
12550
260
354
448
928
968
968
10 10
304
294
330
450
570
337800
472700
607600
32.0
32.4
32.6
928
968
968
6640
6840
UP 168 0
4
8
10560
12910
15700
380
474
568
928
968
968
16 16
304
294
482
602
722
490000
624900
759800
31.9
32.2
32.4
928
968
968
6640
6840
The plates are welded on the outside of every back of pile. Dimensions 150 x 20 mm. For plates with thinner wall thicknesses, interpolation can be linear.
Without plates.
Inclusive of steel surface area, without plates.The outlined area is the linear contour around all external, projecting edges.
e1)
e2)
e3)
Weld seam type: External, continuousWeld seam thickness: Min. a = 5 mm
No.
of 1)plates
Section
modulus
Deve-
loped
Outline
Steel
cross
section
Inclu-3)ded
3)Outline
Dimensions Circum-2)ference
AreaSecond
moment
of inertia
Radius
of
gyration
Wei
ght
4.3
UNION steel piles
21 22
LARSSEN LK box piles
iy
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
LK 23/ 580 12
LK 23/ 680 12
LK 23/ 780 12
LK 23/ 880 12
LK 23/ 980 12
LK 23/ 1080 12
LK 24/ 580 12
LK 24/ 680 12
LK 24/ 780 12
LK 24/ 880 12
LK 24/ 980 12
LK 24/ 1080 12
LK 25/ 580 12
LK 25/ 680 12
LK 25/ 780 12
LK 25/ 880 12
LK 25/ 980 12
LK 25/ 1080 12
7620
8910
10290
11750
13290
14920
8800
10210
11710
13290
14960
16710
10470
12080
13780
15560
17420
19370
265
283
302
321
340
359
285
304
323
341
360
379
316
334
353
372
391
410
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
304
324
344
364
384
404
304
324
344
364
384
404
304
324
344
364
384
404
337
361
385
409
433
457
363
387
411
435
459
483
402
426
450
474
498
522
4290
4730
5170
5600
6040
6480
4290
4730
5170
5600
6040
6480
4290
4730
5170
5600
6040
6480
380970
490110
617290
763690
930520
1118980
439750
561510
702540
864030
1047170
1253180
523300
664280
826520
1011220
1219570
1452790
33.6
36.8
40.0
43.2
46.4
49.5
34.8
38.1
41.3
44.6
47.8
50.9
36.1
39.5
42.9
46.2
49.5
52.8
z
y y
zB
HHead and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
1)Weight
All LARSSEN sections with the exception of LARSSEN 43 are suitable for the fabri-
cation of LK box piles.
The tables on pages 22, 23 and 24 show a selection of proven LK box piles made
from LARSSEN 23, 24, 25, 605 K, 606 n and 607 n.
Subject to consultation with us, LK box piles can also be supplied with other sec-
tions and sheet metal dimensions.
The head, foot and intermediate reinforcements along with puller devices are supp-
lied as per requirements. Generally speaking these involve a weight addition of
approx. 200 kg per LK box pile. Plates can be welded to the inside or outside of
the piles to increase the static values.
iy
LK 605 K/ 580 12
LK 605 K/ 680 12
LK 605 K/ 780 12
LK 605 K/ 880 12
LK 605 K/ 980 12
LK 605 K/1080 12
LK 605 K/ 1180 12
LK 605 K/ 1280 12
LK 605 K/ 1380 12
LK 606 n/ 565 12
LK 606 n/ 665 12
LK 606 n/ 765 12
LK 606 n/ 865 12
LK 606 n/ 965 12
LK 606 n/1065 12
LK 606 n/1165 12
LK 606 n/1265 12
LK 606 n/1365 12
8692
10096
11585
13159
14815
16555
18376
20279
22264
9580
11070
12640
14290
16030
17850
19750
21740
23800
283
302
320
339
358
377
396
415
434
301
320
339
358
377
396
414
433
452
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
320
340
360
380
400
420
440
460
480
320
340
360
380
400
420
440
460
480
359
383
407
431
455
479
503
527
551
375
400
424
448
472
496
520
544
568
5262
5802
6342
6882
7422
7962
8502
9042
9582
5210
5750
6290
6830
7370
7910
8450
8990
9530
434580
555266
695112
855318
1037084
1241610
1470096
1723742
2003748
479100
608600
758200
929000
1122000
1339000
1580000
1848000
2142000
34.8
38.1
41.3
44.5
47.7
50.9
54.1
57.2
60.3
35.7
39.0
42.4
45.6
48.8
52.0
55.1
58.3
61.4
z
y y
zB
H
4.4
LARSSEN box piles
LARSSEN LK box piles
Head and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
4.4
LARSSEN box piles
21 22
LARSSEN LK box piles
iy
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
LK 23/ 580 12
LK 23/ 680 12
LK 23/ 780 12
LK 23/ 880 12
LK 23/ 980 12
LK 23/ 1080 12
LK 24/ 580 12
LK 24/ 680 12
LK 24/ 780 12
LK 24/ 880 12
LK 24/ 980 12
LK 24/ 1080 12
LK 25/ 580 12
LK 25/ 680 12
LK 25/ 780 12
LK 25/ 880 12
LK 25/ 980 12
LK 25/ 1080 12
7620
8910
10290
11750
13290
14920
8800
10210
11710
13290
14960
16710
10470
12080
13780
15560
17420
19370
265
283
302
321
340
359
285
304
323
341
360
379
316
334
353
372
391
410
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
304
324
344
364
384
404
304
324
344
364
384
404
304
324
344
364
384
404
337
361
385
409
433
457
363
387
411
435
459
483
402
426
450
474
498
522
4290
4730
5170
5600
6040
6480
4290
4730
5170
5600
6040
6480
4290
4730
5170
5600
6040
6480
380970
490110
617290
763690
930520
1118980
439750
561510
702540
864030
1047170
1253180
523300
664280
826520
1011220
1219570
1452790
33.6
36.8
40.0
43.2
46.4
49.5
34.8
38.1
41.3
44.6
47.8
50.9
36.1
39.5
42.9
46.2
49.5
52.8
z
y y
zB
HHead and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
1)Weight
All LARSSEN sections with the exception of LARSSEN 43 are suitable for the fabri-
cation of LK box piles.
The tables on pages 22, 23 and 24 show a selection of proven LK box piles made
from LARSSEN 23, 24, 25, 605 K, 606 n and 607 n.
Subject to consultation with us, LK box piles can also be supplied with other sec-
tions and sheet metal dimensions.
The head, foot and intermediate reinforcements along with puller devices are supp-
lied as per requirements. Generally speaking these involve a weight addition of
approx. 200 kg per LK box pile. Plates can be welded to the inside or outside of
the piles to increase the static values.
iy
LK 605 K/ 580 12
LK 605 K/ 680 12
LK 605 K/ 780 12
LK 605 K/ 880 12
LK 605 K/ 980 12
LK 605 K/1080 12
LK 605 K/ 1180 12
LK 605 K/ 1280 12
LK 605 K/ 1380 12
LK 606 n/ 565 12
LK 606 n/ 665 12
LK 606 n/ 765 12
LK 606 n/ 865 12
LK 606 n/ 965 12
LK 606 n/1065 12
LK 606 n/1165 12
LK 606 n/1265 12
LK 606 n/1365 12
8692
10096
11585
13159
14815
16555
18376
20279
22264
9580
11070
12640
14290
16030
17850
19750
21740
23800
283
302
320
339
358
377
396
415
434
301
320
339
358
377
396
414
433
452
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
600
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
320
340
360
380
400
420
440
460
480
320
340
360
380
400
420
440
460
480
359
383
407
431
455
479
503
527
551
375
400
424
448
472
496
520
544
568
5262
5802
6342
6882
7422
7962
8502
9042
9582
5210
5750
6290
6830
7370
7910
8450
8990
9530
434580
555266
695112
855318
1037084
1241610
1470096
1723742
2003748
479100
608600
758200
929000
1122000
1339000
1580000
1848000
2142000
34.8
38.1
41.3
44.5
47.7
50.9
54.1
57.2
60.3
35.7
39.0
42.4
45.6
48.8
52.0
55.1
58.3
61.4
z
y y
zB
H
4.4
LARSSEN box piles
LARSSEN LK box piles
Head and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
4.4
LARSSEN box piles
23 24
iy
LK 607 n/ 548 12
LK 607 n/ 648 12
LK 607 n/ 748 12
LK 607 n/ 848 12
LK 607 n/ 948 12
LK 607 n/1048 12
LK 607 n/1148 12
LK 607 n/1248 12
LK 607 n/1348 12
11470
13180
14980
16860
18820
20870
23000
25210
27500
332
351
369
389
407
426
445
464
482
600
600
600
600
600
600
600
600
600
1000
1100
1200
1300
1400
1500
1600
1700
1800
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
331
351
371
391
411
431
451
471
491
422
446
470
494
518
542
566
590
614
5170
5710
6250
6790
7330
7870
8410
8950
9490
573400
724800
898400
1096000
1317000
1565000
1840000
2143000
2475000
36.9
40.3
43.7
47.1
50.5
53.8
57.0
60.3
63.5
z
y y
zB
H
LARSSEN LK box piles
Head and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
iy
LK 430 25570 631 1416 1506
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
1106 803 113061928146 49.0
LARSSEN LK box piles
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
Head and foot
reinforcements
H
B
z
z
y y
4.4
LARSSEN box piles
4.4
LARSSEN box piles
23 24
iy
LK 607 n/ 548 12
LK 607 n/ 648 12
LK 607 n/ 748 12
LK 607 n/ 848 12
LK 607 n/ 948 12
LK 607 n/1048 12
LK 607 n/1148 12
LK 607 n/1248 12
LK 607 n/1348 12
11470
13180
14980
16860
18820
20870
23000
25210
27500
332
351
369
389
407
426
445
464
482
600
600
600
600
600
600
600
600
600
1000
1100
1200
1300
1400
1500
1600
1700
1800
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
331
351
371
391
411
431
451
471
491
422
446
470
494
518
542
566
590
614
5170
5710
6250
6790
7330
7870
8410
8950
9490
573400
724800
898400
1096000
1317000
1565000
1840000
2143000
2475000
36.9
40.3
43.7
47.1
50.5
53.8
57.0
60.3
63.5
z
y y
zB
H
LARSSEN LK box piles
Head and foot
reinforcements
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
iy
LK 430 25570 631 1416 1506
Wy B HIy
cm³ kg/m mm mm cm cm² cm²4cm cm
1106 803 113061928146 49.0
LARSSEN LK box piles
Plus approx. 200 kg per LK box pile for head and foot
reinforcements and tubular puller devices.
Including steel surface.
e1)
e2)
Section
modulus
Dimensions
Deve-
loped
Circum-
ference
Steel 2)Included
AreaSecond
moment
of inertia
Radius
of
gyration
1)Weight
Head and foot
reinforcements
H
B
z
z
y y
4.4
LARSSEN box piles
4.4
LARSSEN box piles
25 26
LARSSEN LK box piles with LARSSEN-intermediate piles
Section
modulus
Weight
Intermediate pile
length = 80%
pile lengths
DimensionsIntermediate pile
Triple pile B H
mm mm
Intermediate pile
length = 100%
pile lengths
LK 23/ 580 12
LK 23/ 580 12
LK 23/ 680 12
LK 23/ 680 12
LK 23/ 780 12
LK 23/ 780 12
LK 23/ 880 12
LK 23/ 880 12
LK 23/ 980 12
LK 23/ 980 12
LK 23/1080 12
LK 23/1080 12
LK 24/ 580 12
LK 24/ 680 12
LK 24/ 780 12
LK 24/ 880 12
LK 24/ 980 12
LK 24/1080 12
LK 25/ 580 12
LK 25/ 680 12
LK 25/ 780 12
LK 25/ 880 12
LK 25/ 980 12
LK 25/1080 12
W
kg/m² wall kg/m² wallcm³/m wall
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
4110
4390
4730
4990
5400
5630
6110
6320
6860
7060
7660
7850
5120
5760
6450
7200
7990
8830
6100
6830
7610
8450
9330
10260
215
230
224
239
233
248
243
258
252
267
262
277
252
261
271
280
289
299
286
295
304
314
323
333
234
253
243
262
253
272
262
281
272
291
281
300
278
288
297
306
316
325
317
326
335
345
354
364
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
1000
1000
1100
1100
1200
1200
1300
1300
1400
1400
1500
1500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
y
y y
y
yy
B
Head and foot reinforcement
LARSSEN box pile
Intermediate pile
(LARSSEN triple pile)
H
4.4
LARSSEN box piles
The weights stated make an additional allowance of approx.
5 kg/m² for head, foot and intermediate reinforcements on the
LK box piles.
Other wall element combinations are also possible.
In such cases it must be ensured that the LK box piles and the
intermediate piles selected are properly matched (see chapter 3.5.1,
page 16, Fitting the sections together ).
LK box piles can also be supplied with other sections and sheet
metal dimensions. We advise customers to consult us.
B H
mm mm
LK 605 K/ 580 12
LK 605 K/ 680 12
LK 605 K/ 780 12
LK 605 K/ 880 12
LK 605 K/ 980 12
LK 605 K/1080 12
LK 605 K/1180 12
LK 605 K/1280 12
LK 605 K/1380 12
LK 606 n/ 565 12
LK 606 n/ 665 12
LK 606 n/ 765 12
LK 606 n/ 865 12
LK 606 n/ 965 12
LK 606 n/1065 12
LK 606 n/1165 12
LK 606 n/1265 12
LK 606 n/1365 12
LK 607 n/ 548 12
LK 607 n/ 648 12
LK 607 n/ 748 12
LK 607 n/ 848 12
LK 607 n/ 948 12
LK 607 n/1048 12
LK 607 n/1148 12
LK 607 n/1248 12
LK 607 n/1348 12
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
4210
4742
5318
5936
6594
7290
8025
8796
9604
4740
5290
5890
6530
7210
7940
8700
9500
10330
5770
6400
7070
7790
8550
9360
10200
11090
12010
209
217
225
233
241
249
257
265
272
228
236
244
252
260
268
275
283
291
258
265
273
281
289
297
305
312
320
231
239
247
255
263
270
278
286
294
253
260
268
276
284
292
300
307
315
286
294
302
310
317
325
333
341
349
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
y
y y
y
yy
B
H
Head and foot reinforcement
LARSSEN box pile
Intermediate pile
(LARSSEN triple pile)
Section
modulus
Weight
Intermediate pile
length = 80%
pile lengths
DimensionsIntermediate pile
Triple pile Intermediate pile
length = 100%
pile lengths
kg/m² wall kg/m² wallcm³/m wall
LARSSEN LK box piles with LARSSEN-intermediate piles
The weights stated make an additional allowance of approx. 5 kg/m² for head, foot
and intermediate reinforcements on the LK box piles.
Other wall element combinations are also possible. In such cases it must be ensured
that the LK box piles and the intermediate piles selected are properly matched (see
chapter 3.5.1, page 16, Fitting the sections together ). LK box piles can also be
supplied with other sections and sheet metal dimensions. We advise customers to
consult us.
4.4
LARSSEN box piles
25 26
LARSSEN LK box piles with LARSSEN-intermediate piles
Section
modulus
Weight
Intermediate pile
length = 80%
pile lengths
DimensionsIntermediate pile
Triple pile B H
mm mm
Intermediate pile
length = 100%
pile lengths
LK 23/ 580 12
LK 23/ 580 12
LK 23/ 680 12
LK 23/ 680 12
LK 23/ 780 12
LK 23/ 780 12
LK 23/ 880 12
LK 23/ 880 12
LK 23/ 980 12
LK 23/ 980 12
LK 23/1080 12
LK 23/1080 12
LK 24/ 580 12
LK 24/ 680 12
LK 24/ 780 12
LK 24/ 880 12
LK 24/ 980 12
LK 24/1080 12
LK 25/ 580 12
LK 25/ 680 12
LK 25/ 780 12
LK 25/ 880 12
LK 25/ 980 12
LK 25/1080 12
W
kg/m² wall kg/m² wallcm³/m wall
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 22 10/10
LARSSEN 23
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 24
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
LARSSEN 25
4110
4390
4730
4990
5400
5630
6110
6320
6860
7060
7660
7850
5120
5760
6450
7200
7990
8830
6100
6830
7610
8450
9330
10260
215
230
224
239
233
248
243
258
252
267
262
277
252
261
271
280
289
299
286
295
304
314
323
333
234
253
243
262
253
272
262
281
272
291
281
300
278
288
297
306
316
325
317
326
335
345
354
364
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
1000
1000
1100
1100
1200
1200
1300
1300
1400
1400
1500
1500
1000
1100
1200
1300
1400
1500
1000
1100
1200
1300
1400
1500
y
y y
y
yy
B
Head and foot reinforcement
LARSSEN box pile
Intermediate pile
(LARSSEN triple pile)
H
4.4
LARSSEN box piles
The weights stated make an additional allowance of approx.
5 kg/m² for head, foot and intermediate reinforcements on the
LK box piles.
Other wall element combinations are also possible.
In such cases it must be ensured that the LK box piles and the
intermediate piles selected are properly matched (see chapter 3.5.1,
page 16, Fitting the sections together ).
LK box piles can also be supplied with other sections and sheet
metal dimensions. We advise customers to consult us.
B H
mm mm
LK 605 K/ 580 12
LK 605 K/ 680 12
LK 605 K/ 780 12
LK 605 K/ 880 12
LK 605 K/ 980 12
LK 605 K/1080 12
LK 605 K/1180 12
LK 605 K/1280 12
LK 605 K/1380 12
LK 606 n/ 565 12
LK 606 n/ 665 12
LK 606 n/ 765 12
LK 606 n/ 865 12
LK 606 n/ 965 12
LK 606 n/1065 12
LK 606 n/1165 12
LK 606 n/1265 12
LK 606 n/1365 12
LK 607 n/ 548 12
LK 607 n/ 648 12
LK 607 n/ 748 12
LK 607 n/ 848 12
LK 607 n/ 948 12
LK 607 n/1048 12
LK 607 n/1148 12
LK 607 n/1248 12
LK 607 n/1348 12
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 605 K
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 606 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
LARSSEN 607 n
4210
4742
5318
5936
6594
7290
8025
8796
9604
4740
5290
5890
6530
7210
7940
8700
9500
10330
5770
6400
7070
7790
8550
9360
10200
11090
12010
209
217
225
233
241
249
257
265
272
228
236
244
252
260
268
275
283
291
258
265
273
281
289
297
305
312
320
231
239
247
255
263
270
278
286
294
253
260
268
276
284
292
300
307
315
286
294
302
310
317
325
333
341
349
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
1000
1100
1200
1300
1400
1500
1600
1700
1800
y
y y
y
yy
B
H
Head and foot reinforcement
LARSSEN box pile
Intermediate pile
(LARSSEN triple pile)
Section
modulus
Weight
Intermediate pile
length = 80%
pile lengths
DimensionsIntermediate pile
Triple pile Intermediate pile
length = 100%
pile lengths
kg/m² wall kg/m² wallcm³/m wall
LARSSEN LK box piles with LARSSEN-intermediate piles
The weights stated make an additional allowance of approx. 5 kg/m² for head, foot
and intermediate reinforcements on the LK box piles.
Other wall element combinations are also possible. In such cases it must be ensured
that the LK box piles and the intermediate piles selected are properly matched (see
chapter 3.5.1, page 16, Fitting the sections together ). LK box piles can also be
supplied with other sections and sheet metal dimensions. We advise customers to
consult us.
4.4
LARSSEN box piles
27 28
y y yy
B
y y
H
Triple piles made from LARSSEN 22/10/10, 23, 24, 25, 605 K, 606 n and 607 n are generally used as
intermediate piles. The dimensions and static values for triple piles are listed in chapter 2.1.1, Section
illustrations and data .
Intermediate piles
Calculation method
When calculating the static values for composite HOESCH steel sheet pile walls, the load-bearing capacity
of the individual piling elements is based on their second moment of area.
å
= Pile's second moment of area about axis y-y
= Intermediate pile's second moment of area (LARSSEN triple pile)
= Edge spacing of LK box pile from axis y-y
= System width
IyLK
IDr
H/2
Key:
W=I
B H/2
IyLK IDr=
B H/2
+3[cm /m]
B
4.4
LARSSEN box piles
Head and foot reinforcement
LARSSEN box pile
Intermediate pile(LARSSEN triple pile)
y y
z
z
s
t tmin
H
B
y
z
z
y
s
h
t tmin
b
PEINE PSp box pile walls, dimensions and weights
DimensionsWeight per single pile
without locking bars
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
PSp kg/m
h H b B s 1)t tmin
mm mm mm mm mm mm mm
122
127
136
188
204
199
215
221
237
232
248
243
259
267
277
283
300
314
351
365
391
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1000
1004
1006
1012
1017
1030
1035
1117
445
475
575
675
675
775
775
875
875
975
975
1075
1075
1075
1075
1075
1075
1081
1099
1090
1175
380
380
380
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
398
398
398
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
10
11
11
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
18
18
20
15.6
15.7
15.7
17.1
19.3
17.1
19.3
18.7
20.9
18.7
20.9
18.7
20.9
22.3
23.7
24.5
26.8
28.8
29.7
31.6
31.9
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.1
t1) Mean value = flange surface area : b
Section
4.5.1
PEINE PSp steel sheet pile walls
27 28
y y yy
B
y y
H
Triple piles made from LARSSEN 22/10/10, 23, 24, 25, 605 K, 606 n and 607 n are generally used as
intermediate piles. The dimensions and static values for triple piles are listed in chapter 2.1.1, Section
illustrations and data .
Intermediate piles
Calculation method
When calculating the static values for composite HOESCH steel sheet pile walls, the load-bearing capacity
of the individual piling elements is based on their second moment of area.
å
= Pile's second moment of area about axis y-y
= Intermediate pile's second moment of area (LARSSEN triple pile)
= Edge spacing of LK box pile from axis y-y
= System width
IyLK
IDr
H/2
Key:
W=I
B H/2
IyLK IDr=
B H/2
+3[cm /m]
B
4.4
LARSSEN box piles
Head and foot reinforcement
LARSSEN box pile
Intermediate pile(LARSSEN triple pile)
y y
z
z
s
t tmin
H
B
y
z
z
y
s
h
t tmin
b
PEINE PSp box pile walls, dimensions and weights
DimensionsWeight per single pile
without locking bars
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
PSp kg/m
h H b B s 1)t tmin
mm mm mm mm mm mm mm
122
127
136
188
204
199
215
221
237
232
248
243
259
267
277
283
300
314
351
365
391
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1000
1004
1006
1012
1017
1030
1035
1117
445
475
575
675
675
775
775
875
875
975
975
1075
1075
1075
1075
1075
1075
1081
1099
1090
1175
380
380
380
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
398
398
398
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
478
10
11
11
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
18
18
20
15.6
15.7
15.7
17.1
19.3
17.1
19.3
18.7
20.9
18.7
20.9
18.7
20.9
22.3
23.7
24.5
26.8
28.8
29.7
31.6
31.9
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.1
t1) Mean value = flange surface area : b
Section
4.5.1
PEINE PSp steel sheet pile walls
29 30
PEINE PZ intermediate sections
Section Cross
sectional
area
A
Second
moment
of inertia
Distance
from
extr. fiber
Form Weight
kg/m
Dimensions
mm
a b
mm
c
mm
H
mm
Circum-
ference
m
Coating
area
m²/m1)6101)612
675-121)6101)612
675-12
23
23
23
21
21
21
175
195
209
138
158
172
152
152
142
152
152
142
296
296
410
296
296
410
304
304
246
304
304
246
270
272
312
270
272
312
3.35
3.35
3.70
2.95
2.95
3.27
223
249
266
176
202
219
3.19
3.19
3.53
2.95
2.95
3.29
23400
25820
34640
16740
19030
27360
2cm 4cm cm
15.0
14.9
16.8
14.8
14.9
16.8
Iy ey
a b c b a
H
1350
ey
Form 23
ey
PZi 675-12
1200
PZi 610 und PZi 612
Center lock inside
Form 21
Abbreviations
}st
Form 21 1 number = number of sectionsnd
Form 23 2 number = number of locking bars
Rolling/delivery on request only.e1)
4.5.2
PEINE PSp steel sheet pile walls
PZ = P EINER intermediate profile
PZi = P EINER intermediate profile, center lock inside
PZa = PEINER intermediate profile, center lock outside
t/s
mm
10
12
12
10
12
12
t
s
PEINE P locking bar
Section
modulus
Weight Circum-
ference
Cross
sectional
area
Second
moment
of inertia
Distance
from
extr. fiber
Wy Wz Iy Iz az
2cm3cm 3cm
Dimensions
mm
h b
mm
s
mm
28 19.3 18.4 63.8 67 14 35.4 23.4 91.7 65.2 32.8
kg/m cm 4cm 4cm mm
S
67
63
.8
z
yy
z
az
For driving in heavy soils, a special foot-shaped interlock can
be used. This is attached to the foot of the PZ intermediate
sections over a length of 300 to 500 mm.
4.5.3
PEINE PSp steel sheet pile walls
Weight
Developed
30.5
38.9
kg/m
2cm
Special interlock
34
14
678
6
z
z
az
34
Syy
14
29 30
PEINE PZ intermediate sections
Section Cross
sectional
area
A
Second
moment
of inertia
Distance
from
extr. fiber
Form Weight
kg/m
Dimensions
mm
a b
mm
c
mm
H
mm
Circum-
ference
m
Coating
area
m²/m1)6101)612
675-121)6101)612
675-12
23
23
23
21
21
21
175
195
209
138
158
172
152
152
142
152
152
142
296
296
410
296
296
410
304
304
246
304
304
246
270
272
312
270
272
312
3.35
3.35
3.70
2.95
2.95
3.27
223
249
266
176
202
219
3.19
3.19
3.53
2.95
2.95
3.29
23400
25820
34640
16740
19030
27360
2cm 4cm cm
15.0
14.9
16.8
14.8
14.9
16.8
Iy ey
a b c b a
H
1350
ey
Form 23
ey
PZi 675-12
1200
PZi 610 und PZi 612
Center lock inside
Form 21
Abbreviations
}st
Form 21 1 number = number of sectionsnd
Form 23 2 number = number of locking bars
Rolling/delivery on request only.e1)
4.5.2
PEINE PSp steel sheet pile walls
PZ = P EINER intermediate profile
PZi = P EINER intermediate profile, center lock inside
PZa = PEINER intermediate profile, center lock outside
t/s
mm
10
12
12
10
12
12
t
s
PEINE P locking bar
Section
modulus
Weight Circum-
ference
Cross
sectional
area
Second
moment
of inertia
Distance
from
extr. fiber
Wy Wz Iy Iz az
2cm3cm 3cm
Dimensions
mm
h b
mm
s
mm
28 19.3 18.4 63.8 67 14 35.4 23.4 91.7 65.2 32.8
kg/m cm 4cm 4cm mm
S
67
63
.8
z
yy
z
az
For driving in heavy soils, a special foot-shaped interlock can
be used. This is attached to the foot of the PZ intermediate
sections over a length of 300 to 500 mm.
4.5.3
PEINE PSp steel sheet pile walls
Weight
Developed
30.5
38.9
kg/m
2cm
Special interlock
34
14
67
86
z
z
az
34
Syy
14
31 32
PEINE PSp box piles; single pile without locking bars; form 10
Section Section
modulus
Cross
sectional
area
Second moment
of inertia
Circum-
ference
Coating
area
Radius
of
gyration
Wid
th Distance
from
extr. fiber
PSp
Steel Out-
line
Deve-
loped
Out-
line
Wy Wz Iy Iz iy izb0 e1
cm³ cm³ kg/m cm² cm² cm cm m²/m4cm 4cm cm cmmm cm
380
380
380
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
155
162
173
239
260
253
274
281
302
295
316
309
330
340
353
361
382
400
447
464
498
1421
1535
1915
2778
2806
3238
3266
3698
3726
4158
4186
4618
4646
4618
4637
4646
4674
4697
4756
4779
5157
225
231
251
301
301
321
321
339
339
359
359
379
379
377
377
377
377
377
378
378
394
159
165
185
221
222
241
242
261
262
281
282
301
302
301
302
302
303
304
307
308
324
0.39
0.39
0.39
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
16.5
17.6
21.8
25.7
26.1
29.6
30.1
33.7
34.2
37.5
38.1
41.2
41.9
41.9
42.2
42.4
42.9
43.2
42.7
43.1
45.6
9.9
9.7
9.4
10.6
10.6
10.3
10.3
10.0
10.0
9.7
9.8
9.5
9.6
9.4
9.4
9.5
9.5
9.6
9.1
9.1
8.8
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
y y
z
zb0
e1
Form 10
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
800
801
801
1169
1262
1169
1262
1216
1310
1216
1310
1216
1310
1317
1369
1411
1509
1593
1596
1680
1670
2290
2530
3280
5280
5850
6360
7030
7980
8760
9230
10100
10510
11490
11920
12530
12890
13880
14710
15820
16660
18560
42280
50470
81950
158230
177170
222350
248090
319200
352790
414960
457440
525480
577880
595590
628540
647990
701910
747730
814490
861960
1036530
15200
15210
15220
26890
29040
26890
29040
27980
30130
27980
30130
27980
30130
30310
31500
32450
34720
36630
36720
38640
38360
122
127
136
188
204
199
215
221
237
232
248
243
259
267
277
283
300
314
351
365
391
Wye1
Iy1e
=
4.5.4
PEINE PSp steel sheet pile walls
Wei
ght
Flange on
water side
PEINE PSp box piles; single pile with two locking bars; form 12
4.5.5
PEINE PSp steel sheet pile walls
z bm
e2
e3
e1
zB
yy
Form
12
Sect
ion m
od
ulu
sW
eigh
tC
ross
sect
iona
l are
a
Wz
Ste
el
Out-
line
Circ
um-
fere
nce
Deve
-
lop
ed
Be
1e
2
kg/m
cm²
cm²
cmP
Sp
Wid
thD
ista
nce
fro
m
ext
r. f
iber
bm
cmm
mcm
cm
3100
3440
4550
6770
7360
8200
8890
10140
10940
11730
12640
202
209
220
286
307
300
321
328
349
342
363
15
9
16
4
17
3
22
5
24
1
23
6
25
2
25
7
27
4
26
8
28
5
1580
1707
2129
3035
3065
3538
3568
4040
4070
4543
4573
263
269
289
339
339
359
359
377
377
397
397
423
423
423
503
503
503
503
503
503
503
503
39
8
39
8
39
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
22.9
24.6
30.4
35.0
34.9
40.5
40.5
45.8
45.7
51.2
51.2
17.9
19.2
23.3
28.8
29.1
33.2
33.6
38.0
38.3
42.5
42.9
Sec
tion
Sec
ond
mom
ent
of in
ertia
I yI z
4cm
4cm
24
20
26
80
34
90
55
70
61
30
67
20
73
80
84
20
91
70
97
40
10
59
0
3
70
4
00
5
00
6
00
6
06
7
00
7
06
8
00
8
06
9
00
9
06
1460
1460
1460
1980
2060
1980
2060
2020
2100
2020
2100
33850
33870
33870
53740
55890
53750
55890
54830
56980
54830
56980
55
36
0
65
83
0
10
59
80
19
46
80
21
41
10
27
21
40
29
84
80
38
50
00
41
92
40
49
85
50
54
17
80
Out-
line
cm 170
176
196
232
233
252
253
272
273
292
293
e3 cm 14.1
15.4
19.6
25.0
25.7
29.5
30.1
34.2
34.9
38.8
39.4
Coating
are
a
m²/
m
Rad
ius
of g
yrat
ion
i yi z
cmcm
0.5
6
0.5
6
0.5
6
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
16.6
17.8
22.0
26.1
26.4
30.1
30.5
34.3
34.7
38.2
38.7
12.9
12.7
12.4
13.7
13.5
13.4
13.2
12.9
12.8
12.7
12.5
cm³
cm³
cm³
Wy e
1W
y e2
Flan
ge o
n
wat
er s
ide
incl
usi
ve o
f lo
ckin
g b
ar
31 32
PEINE PSp box piles; single pile without locking bars; form 10
Section Section
modulus
Cross
sectional
area
Second moment
of inertia
Circum-
ference
Coating
area
Radius
of
gyration
Wid
th Distance
from
extr. fiber
PSp
Steel Out-
line
Deve-
loped
Out-
line
Wy Wz Iy Iz iy izb0 e1
cm³ cm³ kg/m cm² cm² cm cm m²/m4cm 4cm cm cmmm cm
380
380
380
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
460
155
162
173
239
260
253
274
281
302
295
316
309
330
340
353
361
382
400
447
464
498
1421
1535
1915
2778
2806
3238
3266
3698
3726
4158
4186
4618
4646
4618
4637
4646
4674
4697
4756
4779
5157
225
231
251
301
301
321
321
339
339
359
359
379
379
377
377
377
377
377
378
378
394
159
165
185
221
222
241
242
261
262
281
282
301
302
301
302
302
303
304
307
308
324
0.39
0.39
0.39
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
0.47
16.5
17.6
21.8
25.7
26.1
29.6
30.1
33.7
34.2
37.5
38.1
41.2
41.9
41.9
42.2
42.4
42.9
43.2
42.7
43.1
45.6
9.9
9.7
9.4
10.6
10.6
10.3
10.3
10.0
10.0
9.7
9.8
9.5
9.6
9.4
9.4
9.5
9.5
9.6
9.1
9.1
8.8
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
y y
z
zb0
e1
Form 10
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
800
801
801
1169
1262
1169
1262
1216
1310
1216
1310
1216
1310
1317
1369
1411
1509
1593
1596
1680
1670
2290
2530
3280
5280
5850
6360
7030
7980
8760
9230
10100
10510
11490
11920
12530
12890
13880
14710
15820
16660
18560
42280
50470
81950
158230
177170
222350
248090
319200
352790
414960
457440
525480
577880
595590
628540
647990
701910
747730
814490
861960
1036530
15200
15210
15220
26890
29040
26890
29040
27980
30130
27980
30130
27980
30130
30310
31500
32450
34720
36630
36720
38640
38360
122
127
136
188
204
199
215
221
237
232
248
243
259
267
277
283
300
314
351
365
391
Wye1
Iy1e
=
4.5.4
PEINE PSp steel sheet pile walls
Wei
ght
Flange on
water side
PEINE PSp box piles; single pile with two locking bars; form 12
4.5.5
PEINE PSp steel sheet pile walls
z bm
e2
e3
e1
zB
yy
Form
12
Sect
ion m
od
ulu
sW
eigh
tC
ross
sect
iona
l are
a
Wz
Ste
el
Out-
line
Circ
um-
fere
nce
Deve
-
lop
ed
Be
1e
2
kg/m
cm²
cm²
cmP
Sp
Wid
thD
ista
nce
fro
m
ext
r. f
iber
bm
cmm
mcm
cm
3100
3440
4550
6770
7360
8200
8890
10140
10940
11730
12640
202
209
220
286
307
300
321
328
349
342
363
15
9
16
4
17
3
22
5
24
1
23
6
25
2
25
7
27
4
26
8
28
5
1580
1707
2129
3035
3065
3538
3568
4040
4070
4543
4573
263
269
289
339
339
359
359
377
377
397
397
423
423
423
503
503
503
503
503
503
503
503
39
8
39
8
39
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
22.9
24.6
30.4
35.0
34.9
40.5
40.5
45.8
45.7
51.2
51.2
17.9
19.2
23.3
28.8
29.1
33.2
33.6
38.0
38.3
42.5
42.9
Sec
tion
Sec
ond
mom
ent
of in
ertia
I yI z
4cm
4cm
24
20
26
80
34
90
55
70
61
30
67
20
73
80
84
20
91
70
97
40
10
59
0
3
70
4
00
5
00
6
00
6
06
7
00
7
06
8
00
8
06
9
00
9
06
1460
1460
1460
1980
2060
1980
2060
2020
2100
2020
2100
33850
33870
33870
53740
55890
53750
55890
54830
56980
54830
56980
55
36
0
65
83
0
10
59
80
19
46
80
21
41
10
27
21
40
29
84
80
38
50
00
41
92
40
49
85
50
54
17
80
Out-
line
cm 170
176
196
232
233
252
253
272
273
292
293
e3 cm 14.1
15.4
19.6
25.0
25.7
29.5
30.1
34.2
34.9
38.8
39.4
Coating
are
a
m²/
m
Rad
ius
of g
yrat
ion
i yi z
cmcm
0.5
6
0.5
6
0.5
6
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
0.6
4
16.6
17.8
22.0
26.1
26.4
30.1
30.5
34.3
34.7
38.2
38.7
12.9
12.7
12.4
13.7
13.5
13.4
13.2
12.9
12.8
12.7
12.5
cm³
cm³
cm³
Wy e
1W
y e2
Flan
ge o
n
wat
er s
ide
incl
usi
ve o
f lo
ckin
g b
ar
33
34
z
bm
e2 e3
e1
z
B
y y
Form 12
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith tw
o lo
ckin
g b
ars
; form
12
kg/m cm² cm² cmPSp cmmm cm cm
13360
14370
14710
15340
15720
16760
17570
18540
19550
21640
356
377
387
400
408
429
447
493
511
545
279
296
304
314
320
337
351
387
401
428
5045
5075
5045
5065
5075
5105
5131
5196
5221
5633
417
417
415
415
415
415
415
416
416
432
503
503
503
503
503
503
503
503
503
503
478
478
478
478
478
478
478
478
478
478
56.6
56.6
56.1
56.1
56.1
56.1
56.2
56.4
56.4
60.6
47.1
47.5
47.6
47.8
48.0
48.2
48.7
50.1
49.8
54.0
4cm 4cm
11110
12070
12490
13090
13440
14410
15240
16450
17260
19270
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2020
2100
2100
2150
2180
2260
2330
2340
2410
2390
54830
56980
57160
58350
59310
61570
63490
63570
65490
65210
629070
682340
700430
733850
753570
808170
855780
927640
973550
1168200
cm m²/m cm cm
312
313
312
313
313
314
315
318
319
335
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
42.0
42.6
42.6
42.8
43.0
43.4
43.8
43.4
43.6
46.3
12.4
12.3
12.2
12.1
12.1
12.0
11.9
11.4
11.3
10.9
cm
43.4
44.0
43.9
44.3
44.5
45.1
45.5
46.6
47.1
51.1
cm³ cm³ cm³
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
Width Distance from
extr. fiber
bm
Section
Iy Iz Out-
line
e3
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith fo
ur lo
ckin
g b
ars
; form
14
zb2
e2e1
y y
z
BForm 14
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
kg/m cm² cm² cmPSp
Width Distance from
extr. fiber
b2
cmmm cm cm
3430
3790
4980
7270
7840
8790
9450
10810
11580
12490
13360
249
256
267
333
354
347
368
375
395
389
409
195
201
209
261
278
272
289
294
311
305
322
1772
1911
2376
3330
3363
3875
3908
4420
4453
4965
4998
301
307
327
377
377
397
397
415
415
435
435
465
465
465
545
545
545
545
545
545
545
545
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
4120
4500
5720
8180
8730
9730
10370
11820
12570
13530
14380
370
400
500
600
606
700
706
800
806
900
906
2260
2260
2260
2960
3040
2960
3040
3000
3080
3000
3080
52500
52520
52520
80590
82740
80600
82740
81680
83830
81680
83830
76220
89950
142900
245330
264270
340280
366020
472640
506230
608600
651070
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
181
187
207
243
244
263
264
283
284
303
304
0.56
0.56
0.56
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
17.5
18.8
23.1
27.2
27.3
31.3
31.6
35.5
35.8
39.6
39.9
14.5
14.3
14.0
15.6
15.3
15.2
15.0
14.8
14.6
14.5
14.3
cm³ cm³ cm³
398
398
398
478
478
478
478
478
478
478
478
Wye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
33
34
z
bm
e2 e3
e1
z
B
y y
Form 12
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith tw
o lo
ckin
g b
ars
; form
12
kg/m cm² cm² cmPSp cmmm cm cm
13360
14370
14710
15340
15720
16760
17570
18540
19550
21640
356
377
387
400
408
429
447
493
511
545
279
296
304
314
320
337
351
387
401
428
5045
5075
5045
5065
5075
5105
5131
5196
5221
5633
417
417
415
415
415
415
415
416
416
432
503
503
503
503
503
503
503
503
503
503
478
478
478
478
478
478
478
478
478
478
56.6
56.6
56.1
56.1
56.1
56.1
56.2
56.4
56.4
60.6
47.1
47.5
47.6
47.8
48.0
48.2
48.7
50.1
49.8
54.0
4cm 4cm
11110
12070
12490
13090
13440
14410
15240
16450
17260
19270
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2020
2100
2100
2150
2180
2260
2330
2340
2410
2390
54830
56980
57160
58350
59310
61570
63490
63570
65490
65210
629070
682340
700430
733850
753570
808170
855780
927640
973550
1168200
cm m²/m cm cm
312
313
312
313
313
314
315
318
319
335
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
42.0
42.6
42.6
42.8
43.0
43.4
43.8
43.4
43.6
46.3
12.4
12.3
12.2
12.1
12.1
12.0
11.9
11.4
11.3
10.9
cm
43.4
44.0
43.9
44.3
44.5
45.1
45.5
46.6
47.1
51.1
cm³ cm³ cm³
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
Width Distance from
extr. fiber
bm
Section
Iy Iz Out-
line
e3
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith fo
ur lo
ckin
g b
ars
; form
14
zb2
e2e1
y y
z
BForm 14
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
kg/m cm² cm² cmPSp
Width Distance from
extr. fiber
b2
cmmm cm cm
3430
3790
4980
7270
7840
8790
9450
10810
11580
12490
13360
249
256
267
333
354
347
368
375
395
389
409
195
201
209
261
278
272
289
294
311
305
322
1772
1911
2376
3330
3363
3875
3908
4420
4453
4965
4998
301
307
327
377
377
397
397
415
415
435
435
465
465
465
545
545
545
545
545
545
545
545
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
4120
4500
5720
8180
8730
9730
10370
11820
12570
13530
14380
370
400
500
600
606
700
706
800
806
900
906
2260
2260
2260
2960
3040
2960
3040
3000
3080
3000
3080
52500
52520
52520
80590
82740
80600
82740
81680
83830
81680
83830
76220
89950
142900
245330
264270
340280
366020
472640
506230
608600
651070
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
181
187
207
243
244
263
264
283
284
303
304
0.56
0.56
0.56
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
17.5
18.8
23.1
27.2
27.3
31.3
31.6
35.5
35.8
39.6
39.9
14.5
14.3
14.0
15.6
15.3
15.2
15.0
14.8
14.6
14.5
14.3
cm³ cm³ cm³
398
398
398
478
478
478
478
478
478
478
478
Wye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
35
36
kg/m cm² cm² cmPSp cmmm cm cm
14220
15190
15520
16140
16500
17500
18300
19380
20330
22550
403
423
434
447
454
476
493
540
558
592
316
333
340
351
357
373
387
424
438
465
5510
5543
5510
5532
5543
5575
5603
5673
5701
6150
455
455
453
453
453
453
453
454
454
470
545
545
545
545
545
545
545
545
545
545
478
478
478
478
478
478
478
478
478
478
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm 4cm
15280
16240
16690
17280
17630
18590
19460
20670
21410
23720
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
3000
3080
3090
3130
3170
3250
3320
3320
3390
3380
81690
83830
84010
85200
86160
88420
90340
90420
92340
92060
763980
816380
834100
867040
886500
940420
989080
1064460
1107590
1324590
cm m²/m cm cm
323
324
323
324
324
325
326
329
330
346
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
43.6
43.9
43.9
44.1
44.2
44.5
44.8
44.4
44.6
47.3
14.2
14.1
13.9
13.8
13.8
13.6
13.5
12.9
12.9
12.5
cm³ cm³ cm³
Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
Width Distance from
extr. fiber
b2
Section
Iy Iz Out-
line
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
Section modulus
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith fo
ur lo
ckin
g b
ars
; form
14
zb2
e2e1
y y
z
BForm 14
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
; form
22
zb0
e2
y
z
e1
y
Form 22
Section modulus Weight
Wz e1 e2
kg/mPSp
Width Distance from
extr. fiber
b0
mm cm cm
4570
5090
6770
10670
11790
13000
14330
16350
17890
19010
20760
281
291
309
412
445
434
467
478
511
500
533
778
778
778
938
938
938
938
938
938
938
938
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
5490
6040
7780
12010
13140
14400
15730
17880
19420
20600
22340
370
400
500
600
606
700
706
800
806
900
906
3950
4090
4310
6980
7580
7320
7920
8050
8650
8390
8990
153450
158900
167610
327140
355230
343140
371230
377150
405240
393140
421240
101530
120680
194370
360010
397890
503660
555150
715120
782300
926740
1011690
Steel Out-
line
Circum-
ference
cm² cm² cm
357
371
393
525
567
553
595
609
651
637
679
2902
3135
3913
5656
5712
6594
6650
7532
7588
8470
8526
311
317
337
403
403
423
423
441
441
461
461
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
245
251
271
323
323
343
343
363
363
383
383
0.84
0.84
0.84
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
16.9
18.0
22.2
26.2
26.5
30.2
30.5
34.3
34.7
38.1
38.6
20.7
20.7
20.7
25.0
25.0
24.9
25.0
24.9
25.0
24.8
24.9
cm³ cm³ cm³
Wye1Wye2
Deve-
loped
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
35
36
kg/m cm² cm² cmPSp cmmm cm cm
14220
15190
15520
16140
16500
17500
18300
19380
20330
22550
403
423
434
447
454
476
493
540
558
592
316
333
340
351
357
373
387
424
438
465
5510
5543
5510
5532
5543
5575
5603
5673
5701
6150
455
455
453
453
453
453
453
454
454
470
545
545
545
545
545
545
545
545
545
545
478
478
478
478
478
478
478
478
478
478
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm 4cm
15280
16240
16690
17280
17630
18590
19460
20670
21410
23720
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
3000
3080
3090
3130
3170
3250
3320
3320
3390
3380
81690
83830
84010
85200
86160
88420
90340
90420
92340
92060
763980
816380
834100
867040
886500
940420
989080
1064460
1107590
1324590
cm m²/m cm cm
323
324
323
324
324
325
326
329
330
346
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
0.64
43.6
43.9
43.9
44.1
44.2
44.5
44.8
44.4
44.6
47.3
14.2
14.1
13.9
13.8
13.8
13.6
13.5
12.9
12.9
12.5
cm³ cm³ cm³
Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
Width Distance from
extr. fiber
b2
Section
Iy Iz Out-
line
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
Section modulus
PE
INE
PS
p b
ox p
iles; s
ing
le p
ile w
ith fo
ur lo
ckin
g b
ars
; form
14
zb2
e2e1
y y
z
BForm 14
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
; form
22
zb0
e2
y
z
e1
y
Form 22
Section modulus Weight
Wz e1 e2
kg/mPSp
Width Distance from
extr. fiber
b0
mm cm cm
4570
5090
6770
10670
11790
13000
14330
16350
17890
19010
20760
281
291
309
412
445
434
467
478
511
500
533
778
778
778
938
938
938
938
938
938
938
938
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
5490
6040
7780
12010
13140
14400
15730
17880
19420
20600
22340
370
400
500
600
606
700
706
800
806
900
906
3950
4090
4310
6980
7580
7320
7920
8050
8650
8390
8990
153450
158900
167610
327140
355230
343140
371230
377150
405240
393140
421240
101530
120680
194370
360010
397890
503660
555150
715120
782300
926740
1011690
Steel Out-
line
Circum-
ference
cm² cm² cm
357
371
393
525
567
553
595
609
651
637
679
2902
3135
3913
5656
5712
6594
6650
7532
7588
8470
8526
311
317
337
403
403
423
423
441
441
461
461
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
245
251
271
323
323
343
343
363
363
383
383
0.84
0.84
0.84
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
16.9
18.0
22.2
26.2
26.5
30.2
30.5
34.3
34.7
38.1
38.6
20.7
20.7
20.7
25.0
25.0
24.9
25.0
24.9
25.0
24.8
24.9
cm³ cm³ cm³
Wye1Wye2
Deve-
loped
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
37
38
kg/m cm²PSp mm cm cm
21780
23730
24380
25610
26330
28340
29910
31920
33890
37740
665
707
727
753
768
811
846
940
976
1043
522
555
570
591
603
636
664
738
766
819
938
938
938
938
938
938
938
938
938
938
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm 4cm
23410
25350
26210
27420
28140
30110
31790
34060
35690
39700
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
8730
9330
9580
9950
10180
10790
11310
12450
12970
13770
409140
437240
449060
466440
477150
505880
530090
583760
607970
645750
1170200
1275000
1310430
1376320
1415230
1523080
1616140
1753970
1846730
2217090
cm² cm
9408
9464
9408
9446
9464
9521
9568
9690
9736
10510
481
481
479
479
479
479
479
480
480
496
cm m²/m cm cm
403
403
403
403
403
403
404
407
406
423
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
42.0
42.5
42.5
42.8
42.9
43.3
43.7
43.2
43.5
46.1
24.8
24.9
24.9
24.9
24.9
25.0
25.0
24.9
25.0
24.9
cm³ cm³ cm³
Section modulus Weight
Wz e1 e2
Width Distance from
extr. fiber
b0
Section
Iy Iz Steel Out-
line
Circum-
ference
Deve-
loped
Out-
line
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
; form
22
zb0
e2
y
z
e1
y
Form 22
zbm
e2
y
z
e1
y
e3e4
Form 24 B B
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
two
exte
rna
l lock
ing
ba
rs o
n o
ne fla
ng
e s
ide; fo
rm 2
4
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
e1 e2
kg/m cm² cm² cm
Width Distance from
extr. fiber
bm
mm cm cm
4770
5310
7050
11040
12150
13450
14760
16870
18380
19610
21330
404
418
440
572
614
600
642
656
697
684
725
317
328
345
449
482
471
504
515
548
537
570
3069
3315
4135
5922
5981
6903
6962
7883
7942
8864
8923
349
355
375
441
441
461
461
479
479
499
499
821
821
821
981
981
981
981
981
981
981
981
20.7
22.3
27.7
32.5
32.6
37.8
37.9
42.9
43.0
48.1
48.2
24.4
26.0
31.5
36.2
36.1
41.5
41.3
46.6
46.5
51.9
51.7
Section
Iy Iz
4cm 4cm
5640
6210
8000
12320
13440
14780
16100
18340
19860
21140
22860
5280
5410
5610
8490
9040
8810
9360
9470
10020
9780
10330
227700
233150
241860
434190
462280
450190
478280
484200
512290
500190
528290
116550
138230
221620
400010
438130
558030
609830
786380
853890
1016940
1102270
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
256
262
282
334
334
354
354
374
374
394
394
1.01
1.01
1.01
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
17.0
18.2
22.4
26.4
26.7
30.5
30.8
34.6
35.0
38.6
39.0
23.7
23.6
23.5
27.6
27.4
27.4
27.3
27.2
27.1
27.0
27.0
e3
cm
16.3
17.7
22.3
27.5
28.0
32.2
32.7
37.1
37.6
41.9
42.4
e4
cm
20.1
21.5
26.0
31.3
31.4
36.0
36.2
40.9
41.0
45.6
45.8
B
mm
398
398
398
478
478
478
478
478
478
478
478
cm³ cm³ cm³
Wye1Wye2
PSp
370
400
500
600
606
700
706
800
806
900
906
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
37
38
kg/m cm²PSp mm cm cm
21780
23730
24380
25610
26330
28340
29910
31920
33890
37740
665
707
727
753
768
811
846
940
976
1043
522
555
570
591
603
636
664
738
766
819
938
938
938
938
938
938
938
938
938
938
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm 4cm
23410
25350
26210
27420
28140
30110
31790
34060
35690
39700
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
8730
9330
9580
9950
10180
10790
11310
12450
12970
13770
409140
437240
449060
466440
477150
505880
530090
583760
607970
645750
1170200
1275000
1310430
1376320
1415230
1523080
1616140
1753970
1846730
2217090
cm² cm
9408
9464
9408
9446
9464
9521
9568
9690
9736
10510
481
481
479
479
479
479
479
480
480
496
cm m²/m cm cm
403
403
403
403
403
403
404
407
406
423
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
42.0
42.5
42.5
42.8
42.9
43.3
43.7
43.2
43.5
46.1
24.8
24.9
24.9
24.9
24.9
25.0
25.0
24.9
25.0
24.9
cm³ cm³ cm³
Section modulus Weight
Wz e1 e2
Width Distance from
extr. fiber
b0
Section
Iy Iz Steel Out-
line
Circum-
ference
Deve-
loped
Out-
line
Radius
of gyration
iy izWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
; form
22
zb0
e2
y
z
e1
y
Form 22
zbm
e2
y
z
e1
y
e3e4
Form 24 B B
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
two
exte
rna
l lock
ing
ba
rs o
n o
ne fla
ng
e s
ide; fo
rm 2
4
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
e1 e2
kg/m cm² cm² cm
Width Distance from
extr. fiber
bm
mm cm cm
4770
5310
7050
11040
12150
13450
14760
16870
18380
19610
21330
404
418
440
572
614
600
642
656
697
684
725
317
328
345
449
482
471
504
515
548
537
570
3069
3315
4135
5922
5981
6903
6962
7883
7942
8864
8923
349
355
375
441
441
461
461
479
479
499
499
821
821
821
981
981
981
981
981
981
981
981
20.7
22.3
27.7
32.5
32.6
37.8
37.9
42.9
43.0
48.1
48.2
24.4
26.0
31.5
36.2
36.1
41.5
41.3
46.6
46.5
51.9
51.7
Section
Iy Iz
4cm 4cm
5640
6210
8000
12320
13440
14780
16100
18340
19860
21140
22860
5280
5410
5610
8490
9040
8810
9360
9470
10020
9780
10330
227700
233150
241860
434190
462280
450190
478280
484200
512290
500190
528290
116550
138230
221620
400010
438130
558030
609830
786380
853890
1016940
1102270
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
256
262
282
334
334
354
354
374
374
394
394
1.01
1.01
1.01
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
17.0
18.2
22.4
26.4
26.7
30.5
30.8
34.6
35.0
38.6
39.0
23.7
23.6
23.5
27.6
27.4
27.4
27.3
27.2
27.1
27.0
27.0
e3
cm
16.3
17.7
22.3
27.5
28.0
32.2
32.7
37.1
37.6
41.9
42.4
e4
cm
20.1
21.5
26.0
31.3
31.4
36.0
36.2
40.9
41.0
45.6
45.8
B
mm
398
398
398
478
478
478
478
478
478
478
478
cm³ cm³ cm³
Wye1Wye2
PSp
370
400
500
600
606
700
706
800
806
900
906
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
39
40
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
two
exte
rna
l lock
ing
ba
rs o
n o
ne fla
ng
e s
ide; fo
rm 2
4
zbm
e2
y
z
e1
y
e3e4
Form 24 B B
kg/m cm² cm² cmPSp mm cm cm
22460
24390
25050
26260
26970
28960
30520
32640
34560
38520
712
753
773
800
815
857
893
987
1022
1090
559
592
607
628
640
673
701
775
803
856
9844
9903
9844
9883
9903
9962
10011
10138
10187
10990
519
519
517
517
517
517
517
518
518
534
981
981
981
981
981
981
981
981
981
981
53.3
53.4
53.1
53.2
53.2
53.4
53.5
53.9
54.1
58.2
57.1
56.9
56.8
56.7
56.6
56.5
56.7
57.4
56.8
61.1
4cm 4cm
24040
25960
26820
28010
28720
30670
32350
34720
36310
40440
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
10100
10650
10880
11220
11430
11990
12460
13510
13980
14720
516190
544290
556110
573490
584200
612930
637140
690810
715020
752800
1281620
1386860
1422480
1488610
1527650
1635830
1730500
1873030
1963930
2354940
cm
46.7
47.2
46.9
47.2
47.4
47.8
48.2
49.1
49.4
53.5
cm
50.4
50.6
50.7
50.8
50.9
51.0
51.4
52.5
52.2
56.4
mm
478
478
478
478
478
478
478
478
478
478
cm m²/m cm cm
414
414
414
414
414
414
415
418
417
434
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
42.4
42.9
42.9
43.1
43.3
43.7
44.0
43.6
43.8
46.5
26.9
26.9
26.8
26.8
26.8
26.7
26.7
26.5
26.4
26.3
cm³ cm³ cm³
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
e1 e2
Width Distance from
extr. fiber
bm
Section
Iy Iz Out-
line
Radius
of gyration
iy ize3 e4BWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
fou
r exte
rna
l lock
ing
ba
rs; fo
rm 2
6
z
e2
y
z
e1
y
B B
b2
Form 26
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
kg/m cm² cm² cmPSp
Width Distance from
extr. fiber
b2
cmmm cm cm
6090
6750
8890
13250
14370
16050
17370
19860
21390
22990
24730
451
465
487
619
660
647
688
703
744
731
772
354
365
382
486
519
508
541
552
584
574
606
3228
3487
4350
6179
6240
7202
7263
8225
8286
9248
9309
387
393
413
479
479
499
499
517
517
537
537
863
863
863
1023
1023
1023
1023
1023
1023
1023
1023
398
398
398
478
478
478
478
478
478
478
478
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
7330
8010
10220
14910
16010
17760
19070
21720
23220
24900
26610
370
400
500
600
606
700
706
800
806
900
906
7000
7130
7330
10590
11140
10900
11450
11560
12110
11880
12430
301960
307400
316120
541240
569330
557240
585330
591240
619340
607240
635340
135470
160150
255320
447100
484990
621580
673080
868560
935740
1120370
1205320
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
267
273
293
345
345
365
365
385
385
405
405
1.01
1.01
1.01
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
17.3
18.6
22.9
26.9
27.1
31.0
31.3
35.2
35.5
39.2
39.5
25.9
25.7
25.5
29.6
29.4
29.4
29.2
29.0
28.8
28.8
28.7
cm³ cm³ cm³
Wye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
39
40
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
two
exte
rna
l lock
ing
ba
rs o
n o
ne fla
ng
e s
ide; fo
rm 2
4
zbm
e2
y
z
e1
y
e3e4
Form 24 B B
kg/m cm² cm² cmPSp mm cm cm
22460
24390
25050
26260
26970
28960
30520
32640
34560
38520
712
753
773
800
815
857
893
987
1022
1090
559
592
607
628
640
673
701
775
803
856
9844
9903
9844
9883
9903
9962
10011
10138
10187
10990
519
519
517
517
517
517
517
518
518
534
981
981
981
981
981
981
981
981
981
981
53.3
53.4
53.1
53.2
53.2
53.4
53.5
53.9
54.1
58.2
57.1
56.9
56.8
56.7
56.6
56.5
56.7
57.4
56.8
61.1
4cm 4cm
24040
25960
26820
28010
28720
30670
32350
34720
36310
40440
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
10100
10650
10880
11220
11430
11990
12460
13510
13980
14720
516190
544290
556110
573490
584200
612930
637140
690810
715020
752800
1281620
1386860
1422480
1488610
1527650
1635830
1730500
1873030
1963930
2354940
cm
46.7
47.2
46.9
47.2
47.4
47.8
48.2
49.1
49.4
53.5
cm
50.4
50.6
50.7
50.8
50.9
51.0
51.4
52.5
52.2
56.4
mm
478
478
478
478
478
478
478
478
478
478
cm m²/m cm cm
414
414
414
414
414
414
415
418
417
434
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
42.4
42.9
42.9
43.1
43.3
43.7
44.0
43.6
43.8
46.5
26.9
26.9
26.8
26.8
26.8
26.7
26.7
26.5
26.4
26.3
cm³ cm³ cm³
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
e1 e2
Width Distance from
extr. fiber
bm
Section
Iy Iz Out-
line
Radius
of gyration
iy ize3 e4BWye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
PE
INE
PS
p b
ox p
iles; d
ou
ble
pile
with
fou
r exte
rna
l lock
ing
ba
rs; fo
rm 2
6
z
e2
y
z
e1
y
B B
b2
Form 26
Section modulus Weight
Wz Steel Out-
line
Circum-
ference
Deve-
loped
B e1 e2
kg/m cm² cm² cmPSp
Width Distance from
extr. fiber
b2
cmmm cm cm
6090
6750
8890
13250
14370
16050
17370
19860
21390
22990
24730
451
465
487
619
660
647
688
703
744
731
772
354
365
382
486
519
508
541
552
584
574
606
3228
3487
4350
6179
6240
7202
7263
8225
8286
9248
9309
387
393
413
479
479
499
499
517
517
537
537
863
863
863
1023
1023
1023
1023
1023
1023
1023
1023
398
398
398
478
478
478
478
478
478
478
478
18.5
20.0
25.0
30.0
30.3
35.0
35.3
40.0
40.3
45.0
45.3
22.3
23.8
28.8
33.8
33.8
38.8
38.8
43.8
43.8
48.8
48.8
Section
Iy Iz
4cm 4cm
7330
8010
10220
14910
16010
17760
19070
21720
23220
24900
26610
370
400
500
600
606
700
706
800
806
900
906
7000
7130
7330
10590
11140
10900
11450
11560
12110
11880
12430
301960
307400
316120
541240
569330
557240
585330
591240
619340
607240
635340
135470
160150
255320
447100
484990
621580
673080
868560
935740
1120370
1205320
Out-
line
cm m²/m
Radius
of gyration
iy iz
cm cm
267
273
293
345
345
365
365
385
385
405
405
1.01
1.01
1.01
1.17
1.17
1.17
1.17
1.17
1.17
1.17
1.17
17.3
18.6
22.9
26.9
27.1
31.0
31.3
35.2
35.5
39.2
39.5
25.9
25.7
25.5
29.6
29.4
29.4
29.2
29.0
28.8
28.8
28.7
cm³ cm³ cm³
Wye1Wye2
Cross
sectional area
Second moment
of inertia
Coating
area
Flange on water side inclusive of locking bar
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
4.5
.5
PE
INE
PS
p s
teel s
heet p
ile w
alls
41 42
kg/m
cm²
cm²
cmP
Sp
cmm
mcm
cm
26210
28160
28820
30050
30770
32780
34370
36470
38400
42640
759
800
820
847
862
904
940
1034
1069
1136
59
6
62
8
64
4
66
5
67
7
71
0
73
8
81
2
84
0
89
2
10271
10332
10271
10312
10332
10394
10445
10578
10629
11470
557
557
555
555
555
555
555
556
556
572
1023
1023
1023
1023
1023
1023
1023
1023
1023
1023
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm
4cm
28
18
0
30
09
0
30
98
0
32
17
0
32
88
0
34
82
0
36
53
0
38
92
0
40
44
0
44
86
0
10
00
10
06
10
01
10
13
10
16
10
16
S
10
17
10
30
10
35
S
11
17
12190
12740
12970
13310
13520
14080
14550
15600
16080
16810
623240
651330
663160
680540
691250
719980
744190
797860
822070
859850
1408700
1513510
1548930
1614830
1653740
1761580
1857480
2003940
2092360
2505150
cmm
²/m
cmcm
425
425
425
425
425
425
426
429
428
445
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
43.1
43.5
43.5
43.7
43.8
44.1
44.5
44.0
44.2
47.0
28.7
28.5
28.4
28.4
28.3
28.2
28.1
27.8
27.7
27.5
cm³
cm³
cm³
Sect
ion m
od
ulu
sW
eigh
t
Wz
Circ
um-
fere
nce
Be
1e
2
Wid
thD
ista
nce fro
m
extr.
fib
er
b2
Sec
tion
I yI z
Rad
ius
of g
yrat
ion
i yi z
Wy e
1W
y e2
Cro
ss
sect
iona
l are
a
Sec
ond
mom
ent
of in
ertia
Coating
are
a
Flan
ge o
n
wat
er s
ide
incl
usi
ve o
f lo
ckin
g b
ar
Ste
el
Out-
line
Dev
e-
lope
d
Out-
line
PEINE PSp box piles; double pile with four external locking bars; form 26
4.5.5
PEINE PSp steel sheet pile walls
z
e2
y
z
e1
y
BB
b2
Form
26
PEINE PSp box pile wall; combination C 1
Section
PSp
Width
m
B
Weight
2kg/m
Section modulus
Wy Wy
3cm /m 3cm /m
Cross section
2cm /m
Second
moment
of
4cm /m
inertia
Iy
Coating
area on
water side
2m /m
0.398
0.398
0.398
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
352
366
388
431
465
454
488
500
534
523
557
546
580
597
618
631
666
695
772
801
856
449
466
494
549
593
579
622
637
681
666
710
696
739
760
788
804
848
885
983
1021
1091
124780
148500
239650
372530
412460
521630
575860
741880
812550
961960
1051280
1215290
1325430
1362720
1431940
1472780
1585980
1683550
1828190
1925570
2312490
5950
6580
8550
11390
12570
13730
15120
17210
18810
19910
21710
22700
24710
25600
26850
27600
29640
31380
33820
35530
39640
6320
7020
9320
12010
13210
14600
16020
18260
19900
21190
23050
24210
26300
26990
28300
29070
31200
32860
34910
37000
41100
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.19
1.19
1.19
1.19
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016S
1017
1030
1035S
1117
Combination C 1Driving direction
BDelivery form
4.5.5
PEINE PSp steel sheet pile walls
41 42
kg/m
cm²
cm²
cmP
Sp
cmm
mcm
cm
26210
28160
28820
30050
30770
32780
34370
36470
38400
42640
759
800
820
847
862
904
940
1034
1069
1136
59
6
62
8
64
4
66
5
67
7
71
0
73
8
81
2
84
0
89
2
10271
10332
10271
10312
10332
10394
10445
10578
10629
11470
557
557
555
555
555
555
555
556
556
572
1023
1023
1023
1023
1023
1023
1023
1023
1023
1023
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
47
8
50.0
50.3
50.0
50.2
50.3
50.6
50.9
51.5
51.8
55.9
53.8
53.8
53.8
53.8
53.8
53.8
54.1
55.0
54.5
58.8
4cm
4cm
28
18
0
30
09
0
30
98
0
32
17
0
32
88
0
34
82
0
36
53
0
38
92
0
40
44
0
44
86
0
10
00
10
06
10
01
10
13
10
16
10
16
S
10
17
10
30
10
35
S
11
17
12190
12740
12970
13310
13520
14080
14550
15600
16080
16810
623240
651330
663160
680540
691250
719980
744190
797860
822070
859850
1408700
1513510
1548930
1614830
1653740
1761580
1857480
2003940
2092360
2505150
cmm
²/m
cmcm
425
425
425
425
425
425
426
429
428
445
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
1.1
7
43.1
43.5
43.5
43.7
43.8
44.1
44.5
44.0
44.2
47.0
28.7
28.5
28.4
28.4
28.3
28.2
28.1
27.8
27.7
27.5
cm³
cm³
cm³
Sect
ion m
od
ulu
sW
eigh
t
Wz
Circ
um-
fere
nce
Be
1e
2
Wid
thD
ista
nce fro
m
extr.
fib
er
b2
Sec
tion
I yI z
Rad
ius
of g
yrat
ion
i yi z
Wy e
1W
y e2
Cro
ss
sect
iona
l are
a
Sec
ond
mom
ent
of in
ertia
Coating
are
a
Flan
ge o
n
wat
er s
ide
incl
usi
ve o
f lo
ckin
g b
ar
Ste
el
Out-
line
Dev
e-
lope
d
Out-
line
PEINE PSp box piles; double pile with four external locking bars; form 26
4.5.5
PEINE PSp steel sheet pile walls
z
e2
y
z
e1
y
BB
b2
Form
26
PEINE PSp box pile wall; combination C 1
Section
PSp
Width
m
B
Weight
2kg/m
Section modulus
Wy Wy
3cm /m 3cm /m
Cross section
2cm /m
Second
moment
of
4cm /m
inertia
Iy
Coating
area on
water side
2m /m
0.398
0.398
0.398
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
0.478
352
366
388
431
465
454
488
500
534
523
557
546
580
597
618
631
666
695
772
801
856
449
466
494
549
593
579
622
637
681
666
710
696
739
760
788
804
848
885
983
1021
1091
124780
148500
239650
372530
412460
521630
575860
741880
812550
961960
1051280
1215290
1325430
1362720
1431940
1472780
1585980
1683550
1828190
1925570
2312490
5950
6580
8550
11390
12570
13730
15120
17210
18810
19910
21710
22700
24710
25600
26850
27600
29640
31380
33820
35530
39640
6320
7020
9320
12010
13210
14600
16020
18260
19900
21190
23050
24210
26300
26990
28300
29070
31200
32860
34910
37000
41100
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.19
1.19
1.19
1.19
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016S
1017
1030
1035S
1117
Combination C 1Driving direction
BDelivery form
4.5.5
PEINE PSp steel sheet pile walls
43 44
PEINE PSp box pile wall; combination C 23
Section
PSp
Width
m
B
Weight
2kg/m
Section modulus
Wy Wy
3cm /m 3cm /m
Cross section
2cm /m
Second
moment
of
4cm /m
inertia
Iy
Coating
area on
water side
2m /m
0.796
0.796
0.796
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
376
389
411
451
485
474
508
519
554
542
577
565
599
616
638
650
685
714
791
820
876
478
495
523
574
617
603
647
661
705
691
734
720
764
785
812
828
872
910
1008
1045
1115
137550
163270
262250
398380
438080
556420
610370
786680
857040
1018230
1107200
1284310
1394060
1431170
1500180
1540900
1653800
1751940
1898470
1994450
2392980
7000
7700
9930
12730
13910
15280
16660
18960
20560
21850
23660
24840
26860
27750
29010
29760
31800
33560
35990
37670
41940
5880
6550
8690
11370
12540
13850
15230
17390
18990
20220
22030
23160
25180
25870
27150
27900
29980
31620
33780
35810
39910
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.19
1.19
1.19
1.19
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
4.5.5
PEINE PSp steel sheet pile walls
The length of the guide interlocks is about 500 mm and depends on the soil and driving conditions.
Combination C 23Delivery form
BDriving direction
Weights and moduli of section of composite PEINE sheet pile walls
When calculating the m² weight of a composite sheet pile wall, the ratio of the different lengths has to
be taken into account. The true m² weight of the wall, in relation to the statically necessary length of
the PSp bearing piles, can be read from the tables for the lengths given in %. Intermediate values can
be interpolated.
Weights
When calculating the static values for composite sheet pile walls, the load-bearing capacity of the individual
piling elements is based on their second moment of area:
Moduli of section
Iy Wy=Ip IZw
aWy=
Ip IZw
a ep=
Ip IZw
a ep
++ +
Ip 4 = Second moment of area of PSp piles in cm
4 = Second moment of area of PZ piles in cm
= Spacing of PSp piles in m
= Edge spacing from the neutral axis in cm (in relation to pile/locking bar outer edge)
Izw
a
ep/ep
4.5.6
PEINE PSp steel sheet pile walls
Designations of the wall combinations
Example: PSp 1035 S with PZi 675/12
Combination Number of locking bars on intermediate section Pzi
Number of intermediate sections PZ
Number of locking bars on PSp sections
Number of PSp sections
The moduli of section W W and the second moment of area I are given in the following tables.y y y
43 44
PEINE PSp box pile wall; combination C 23
Section
PSp
Width
m
B
Weight
2kg/m
Section modulus
Wy Wy
3cm /m 3cm /m
Cross section
2cm /m
Second
moment
of
4cm /m
inertia
Iy
Coating
area on
water side
2m /m
0.796
0.796
0.796
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
0.956
376
389
411
451
485
474
508
519
554
542
577
565
599
616
638
650
685
714
791
820
876
478
495
523
574
617
603
647
661
705
691
734
720
764
785
812
828
872
910
1008
1045
1115
137550
163270
262250
398380
438080
556420
610370
786680
857040
1018230
1107200
1284310
1394060
1431170
1500180
1540900
1653800
1751940
1898470
1994450
2392980
7000
7700
9930
12730
13910
15280
16660
18960
20560
21850
23660
24840
26860
27750
29010
29760
31800
33560
35990
37670
41940
5880
6550
8690
11370
12540
13850
15230
17390
18990
20220
22030
23160
25180
25870
27150
27900
29980
31620
33780
35810
39910
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.11
1.19
1.19
1.19
1.19
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
4.5.5
PEINE PSp steel sheet pile walls
The length of the guide interlocks is about 500 mm and depends on the soil and driving conditions.
Combination C 23Delivery form
BDriving direction
Weights and moduli of section of composite PEINE sheet pile walls
When calculating the m² weight of a composite sheet pile wall, the ratio of the different lengths has to
be taken into account. The true m² weight of the wall, in relation to the statically necessary length of
the PSp bearing piles, can be read from the tables for the lengths given in %. Intermediate values can
be interpolated.
Weights
When calculating the static values for composite sheet pile walls, the load-bearing capacity of the individual
piling elements is based on their second moment of area:
Moduli of section
Iy Wy=Ip IZw
aWy=
Ip IZw
a ep=
Ip IZw
a ep
++ +
Ip 4 = Second moment of area of PSp piles in cm
4 = Second moment of area of PZ piles in cm
= Spacing of PSp piles in m
= Edge spacing from the neutral axis in cm (in relation to pile/locking bar outer edge)
Izw
a
ep/ep
4.5.6
PEINE PSp steel sheet pile walls
Designations of the wall combinations
Example: PSp 1035 S with PZi 675/12
Combination Number of locking bars on intermediate section Pzi
Number of intermediate sections PZ
Number of locking bars on PSp sections
Number of PSp sections
The moduli of section W W and the second moment of area I are given in the following tables.y y y
45 46
PEINE PSp single piles with intermediate piles PZ 610 and 612
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
41100
46230
65930
108240
119530
146450
161800
204180
224190
261240
286560
327100
358330
368890
388520
400120
432250
459560
499340
527630
632390
2230
2320
2640
3610
3950
4190
4590
5110
5570
5810
6330
6550
7130
7380
7740
7960
8550
9040
9700
10200
11330
142
145
151
174
184
181
191
194
204
201
210
207
217
222
228
231
241
250
272
280
295
186
189
195
216
226
223
232
236
246
242
252
249
259
263
269
273
283
291
313
322
337
149
153
158
182
191
188
198
201
211
208
218
214
224
229
235
238
248
257
279
287
303
198
202
207
228
238
235
244
248
257
254
264
261
271
275
281
285
295
303
325
333
349
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
PSp PZi 610/612
hz i
*
a
*= 226 mm
yy
80%
164
167
173
195
205
202
212
215
225
221
231
228
238
242
249
252
262
270
292
301
316
2kg/m
80%2kg/m
174
177
183
205
215
211
221
224
234
231
241
238
247
252
258
262
272
280
302
310
326
Combination 10/23
Water side
Rolling/delivery on request
PEINE PSp single piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
45120
51670
76800
126000
137580
172160
187860
239420
259820
307090
332850
384870
416620
427400
447320
459070
491600
519980
562800
590160
706850
1980
2110
2530
3610
3940
4250
4650
5240
5690
6000
6510
6800
7370
7620
7980
8190
8770
9260
9980
10460
11670
2530
2700
3300
4380
4730
5190
5600
6310
6780
7230
7770
8170
8780
8980
9350
9580
10190
10670
11250
11850
13100
142
145
151
174
184
181
191
194
204
201
210
207
217
222
228
231
241
250
271
280
295
186
189
194
216
226
223
232
236
245
242
252
249
258
263
269
273
283
291
313
321
337
149
153
158
182
191
188
198
201
211
208
217
214
224
229
235
238
248
257
279
287
303
198
202
207
228
238
235
244
248
257
254
264
261
270
275
281
285
295
303
325
333
349
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
PSp PZi 610/612
*h
z i
a
*= 226 mm
yy
4.5.6
PEINE PSp steel sheet pile walls
164
167
173
195
205
202
212
215
225
221
231
228
238
242
249
252
262
270
292
301
316
174
177
183
205
215
211
221
224
234
231
241
237
247
252
258
262
272
280
302
310
326
Combination 12/21
Water side
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
45 46
PEINE PSp single piles with intermediate piles PZ 610 and 612
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
41100
46230
65930
108240
119530
146450
161800
204180
224190
261240
286560
327100
358330
368890
388520
400120
432250
459560
499340
527630
632390
2230
2320
2640
3610
3950
4190
4590
5110
5570
5810
6330
6550
7130
7380
7740
7960
8550
9040
9700
10200
11330
142
145
151
174
184
181
191
194
204
201
210
207
217
222
228
231
241
250
272
280
295
186
189
195
216
226
223
232
236
246
242
252
249
259
263
269
273
283
291
313
322
337
149
153
158
182
191
188
198
201
211
208
218
214
224
229
235
238
248
257
279
287
303
198
202
207
228
238
235
244
248
257
254
264
261
271
275
281
285
295
303
325
333
349
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
PSp PZi 610/612
hz i
*
a
*= 226 mm
yy
80%
164
167
173
195
205
202
212
215
225
221
231
228
238
242
249
252
262
270
292
301
316
2kg/m
80%2kg/m
174
177
183
205
215
211
221
224
234
231
241
238
247
252
258
262
272
280
302
310
326
Combination 10/23
Water side
Rolling/delivery on request
PEINE PSp single piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
45120
51670
76800
126000
137580
172160
187860
239420
259820
307090
332850
384870
416620
427400
447320
459070
491600
519980
562800
590160
706850
1980
2110
2530
3610
3940
4250
4650
5240
5690
6000
6510
6800
7370
7620
7980
8190
8770
9260
9980
10460
11670
2530
2700
3300
4380
4730
5190
5600
6310
6780
7230
7770
8170
8780
8980
9350
9580
10190
10670
11250
11850
13100
142
145
151
174
184
181
191
194
204
201
210
207
217
222
228
231
241
250
271
280
295
186
189
194
216
226
223
232
236
245
242
252
249
258
263
269
273
283
291
313
321
337
149
153
158
182
191
188
198
201
211
208
217
214
224
229
235
238
248
257
279
287
303
198
202
207
228
238
235
244
248
257
254
264
261
270
275
281
285
295
303
325
333
349
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
PSp PZi 610/612
*h
z i
a
*= 226 mm
yy
4.5.6
PEINE PSp steel sheet pile walls
164
167
173
195
205
202
212
215
225
221
231
228
238
242
249
252
262
270
292
301
316
174
177
183
205
215
211
221
224
234
231
241
237
247
252
258
262
272
280
302
310
326
Combination 12/21
Water side
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
47 48
PEINE PSp single piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
58180
66760
99900
156180
167470
212770
228110
291650
311670
372670
397980
465270
496500
507060
526690
538280
570420
599420
644340
670050
800050
3150
3340
4000
5210
5530
6080
6470
7300
7740
8290
8790
9310
9880
10150
10500
10710
11280
11790
12520
12950
14330
2620
2820
3480
4630
4970
5500
5890
6670
7130
7650
8170
8660
9240
9440
9800
10020
10620
11090
11730
12300
13620
156
159
164
188
197
194
204
207
217
214
223
220
230
235
241
244
254
263
285
293
309
209
212
217
238
248
245
254
258
267
264
274
271
280
285
291
295
305
313
335
343
359
163
167
172
195
204
201
211
214
224
221
231
227
237
242
248
252
261
270
292
300
316
221
225
230
250
260
256
266
270
279
276
286
283
292
297
303
307
317
325
347
355
371
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
182
186
191
213
223
219
229
232
242
239
249
245
255
260
266
270
280
288
310
318
334
192
196
201
222
232
229
239
242
252
248
258
255
265
269
276
279
289
297
319
328
343
PSp PZi 610/612
*h
z i
a
*= 226 mm
yy
Combination 14/21
Water side
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
Combination 22/23
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
62590
72190
109110
177830
195410
244460
268350
342540
373700
440700
480100
553620
602230
618660
649220
667270
717290
760460
824380
867410
1039760
3390
3610
4370
5930
6450
6990
7610
8570
9280
9800
10600
11080
11980
12380
12940
13270
14180
14960
16010
16770
18620
2820
3040
3800
5270
5790
6310
6930
7830
8550
9040
9850
10300
11210
11510
12080
12420
13350
14070
15010
15920
17700
193
199
207
240
255
250
265
270
286
281
296
291
306
313
323
328
344
357
391
404
428
228
234
242
272
288
283
298
303
318
313
328
323
338
346
355
361
376
389
423
436
461
199
205
213
246
261
256
271
276
291
286
301
296
312
319
328
334
349
362
397
410
434
238
244
252
282
297
292
307
312
327
322
338
333
348
355
365
370
386
399
433
446
470
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
211
216
225
256
271
266
282
287
302
297
312
307
322
330
339
345
360
373
407
420
445
219
224
233
264
279
274
289
294
309
304
319
314
330
337
347
352
368
381
415
428
452
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
*h
z i
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
47 48
PEINE PSp single piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.60
1.60
1.60
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
1.68
58180
66760
99900
156180
167470
212770
228110
291650
311670
372670
397980
465270
496500
507060
526690
538280
570420
599420
644340
670050
800050
3150
3340
4000
5210
5530
6080
6470
7300
7740
8290
8790
9310
9880
10150
10500
10710
11280
11790
12520
12950
14330
2620
2820
3480
4630
4970
5500
5890
6670
7130
7650
8170
8660
9240
9440
9800
10020
10620
11090
11730
12300
13620
156
159
164
188
197
194
204
207
217
214
223
220
230
235
241
244
254
263
285
293
309
209
212
217
238
248
245
254
258
267
264
274
271
280
285
291
295
305
313
335
343
359
163
167
172
195
204
201
211
214
224
221
231
227
237
242
248
252
261
270
292
300
316
221
225
230
250
260
256
266
270
279
276
286
283
292
297
303
307
317
325
347
355
371
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
1.23
182
186
191
213
223
219
229
232
242
239
249
245
255
260
266
270
280
288
310
318
334
192
196
201
222
232
229
239
242
252
248
258
255
265
269
276
279
289
297
319
328
343
PSp PZi 610/612
*h
z i
a
*= 226 mm
yy
Combination 14/21
Water side
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
Combination 22/23
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
62590
72190
109110
177830
195410
244460
268350
342540
373700
440700
480100
553620
602230
618660
649220
667270
717290
760460
824380
867410
1039760
3390
3610
4370
5930
6450
6990
7610
8570
9280
9800
10600
11080
11980
12380
12940
13270
14180
14960
16010
16770
18620
2820
3040
3800
5270
5790
6310
6930
7830
8550
9040
9850
10300
11210
11510
12080
12420
13350
14070
15010
15920
17700
193
199
207
240
255
250
265
270
286
281
296
291
306
313
323
328
344
357
391
404
428
228
234
242
272
288
283
298
303
318
313
328
323
338
346
355
361
376
389
423
436
461
199
205
213
246
261
256
271
276
291
286
301
296
312
319
328
334
349
362
397
410
434
238
244
252
282
297
292
307
312
327
322
338
333
348
355
365
370
386
399
433
446
470
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
211
216
225
256
271
266
282
287
302
297
312
307
322
330
339
345
360
373
407
420
445
219
224
233
264
279
274
289
294
309
304
319
314
330
337
347
352
368
381
415
428
452
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
*h
z i
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
49 50
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
66780
77640
119420
193300
210980
266600
290620
372510
403820
479450
519020
602210
651020
667540
698210
716320
766500
810410
876520
918680
1100570
3230
3490
4310
5950
6470
7060
7680
8690
9390
9970
10770
11300
12190
12590
13140
13470
14370
15150
16250
16990
18900
2740
2990
3800
5340
5850
6430
7040
7990
8700
9250
10050
10560
11450
11760
12320
12650
13570
14300
15280
16170
18010
193
198
207
240
255
250
265
270
286
281
296
291
306
313
323
328
344
357
391
404
428
228
233
242
272
287
283
298
303
318
313
328
323
338
346
355
361
376
389
423
436
461
199
204
213
245
261
256
271
276
291
286
301
296
311
319
328
334
349
362
397
409
434
238
244
252
282
297
292
307
312
327
322
337
332
348
355
365
370
386
399
433
446
470
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
211
216
225
256
271
266
281
287
302
297
312
307
322
329
339
345
360
373
407
420
445
219
224
233
264
279
274
289
294
309
304
319
314
330
337
346
352
367
380
415
428
452
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
Combination 24/21
*h
z i
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
76260
88630
136300
215140
232720
296070
319960
410620
441780
527420
566820
661150
709760
726200
756760
774810
824830
869310
937240
978250
1170240
4130
4440
5460
7180
7690
8460
9070
10270
10970
11730
12520
13230
14120
14530
15080
15410
16310
17100
18200
18910
20960
3430
3740
4750
6380
6900
7650
8260
9390
10100
10820
11630
12310
13210
13520
14080
14420
15350
16090
17060
17950
19920
204
210
218
250
265
260
275
281
296
291
306
301
316
323
333
339
354
367
401
414
439
247
252
261
289
305
300
315
320
335
330
345
340
355
363
372
378
393
406
440
453
478
210
216
224
256
271
266
281
286
301
296
312
307
322
329
339
344
360
373
407
420
444
257
262
271
299
314
309
324
329
344
339
355
350
365
372
382
387
403
416
450
463
487
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
225
231
239
270
285
280
295
300
315
310
326
321
336
343
353
358
374
387
421
434
458
233
239
247
277
292
287
303
308
323
318
333
328
343
351
360
366
381
394
428
441
466
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
*h
z i
Combination 26/21Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
49 50
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
66780
77640
119420
193300
210980
266600
290620
372510
403820
479450
519020
602210
651020
667540
698210
716320
766500
810410
876520
918680
1100570
3230
3490
4310
5950
6470
7060
7680
8690
9390
9970
10770
11300
12190
12590
13140
13470
14370
15150
16250
16990
18900
2740
2990
3800
5340
5850
6430
7040
7990
8700
9250
10050
10560
11450
11760
12320
12650
13570
14300
15280
16170
18010
193
198
207
240
255
250
265
270
286
281
296
291
306
313
323
328
344
357
391
404
428
228
233
242
272
287
283
298
303
318
313
328
323
338
346
355
361
376
389
423
436
461
199
204
213
245
261
256
271
276
291
286
301
296
311
319
328
334
349
362
397
409
434
238
244
252
282
297
292
307
312
327
322
337
332
348
355
365
370
386
399
433
446
470
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
211
216
225
256
271
266
281
287
302
297
312
307
322
329
339
345
360
373
407
420
445
219
224
233
264
279
274
289
294
309
304
319
314
330
337
346
352
367
380
415
428
452
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
Combination 24/21
*h
z i
Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
PEINE PSp double piles with intermediate piles PZ 610 and 612
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.00
2.00
2.00
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
2.16
76260
88630
136300
215140
232720
296070
319960
410620
441780
527420
566820
661150
709760
726200
756760
774810
824830
869310
937240
978250
1170240
4130
4440
5460
7180
7690
8460
9070
10270
10970
11730
12520
13230
14120
14530
15080
15410
16310
17100
18200
18910
20960
3430
3740
4750
6380
6900
7650
8260
9390
10100
10820
11630
12310
13210
13520
14080
14420
15350
16090
17060
17950
19920
204
210
218
250
265
260
275
281
296
291
306
301
316
323
333
339
354
367
401
414
439
247
252
261
289
305
300
315
320
335
330
345
340
355
363
372
378
393
406
440
453
478
210
216
224
256
271
266
281
286
301
296
312
307
322
329
339
344
360
373
407
420
444
257
262
271
299
314
309
324
329
344
339
355
350
365
372
382
387
403
416
450
463
487
1.22
1.22
1.22
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
225
231
239
270
285
280
295
300
315
310
326
321
336
343
353
358
374
387
421
434
458
233
239
247
277
292
287
303
308
323
318
333
328
343
351
360
366
381
394
428
441
466
PSp
a
*= 226 mm
yy
PZi 610/612 Water side
*h
z i
Combination 26/21Rolling/delivery on request
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 610
60%
Coating area
Water side
WyIy Wy
PZ 612
60%100% 100%3cm /m 3cm /m 2kg/m 2kg/m 2kg/m 2kg/m 2m /m
80%2kg/m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
51 52
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
1350
PEINE PSp single piles with intermediate piles PZ 675/12
Combination 10/23
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
44010
48700
66700
105510
115880
140590
154670
193570
211950
245960
269190
306410
335080
344770
362790
373430
402930
428000
464520
490480
585990
2380
2440
2670
3520
3830
4020
4390
4840
5260
5470
5950
6130
6670
6900
7230
7430
7970
8420
9020
9480
10500
141
145
149
171
180
177
186
189
198
195
204
201
210
215
220
224
233
240
260
268
282
189
192
197
217
226
223
232
235
244
241
250
247
256
260
266
269
278
286
306
314
328
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
80%
165
168
173
194
203
200
209
212
221
218
227
224
233
237
243
246
255
263
283
291
305
2kg/m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
47390
53370
76340
121530
132150
163900
178310
225640
244370
287760
311410
359160
388300
398200
416480
427270
457130
483180
522490
547600
654090
2080
2180
2510
3480
3790
4050
4410
4930
5350
5620
6090
6350
6870
7100
7430
7620
8150
8610
9270
9710
10800
2660
2790
3280
4230
4550
4940
5310
5950
6380
6770
7270
7630
8180
8360
8710
8910
9480
9920
10440
11000
12120
141
144
149
171
180
177
186
189
198
195
204
201
210
215
220
223
233
240
260
268
282
189
192
197
217
226
223
232
235
244
241
250
247
256
260
266
269
278
286
306
314
328
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
165
168
173
194
203
200
209
212
221
218
227
224
233
237
243
246
255
263
283
291
305
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
Combination 12/21
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
PEINE PSp double piles with intermediate piles PZ 675/12
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
51 52
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
1350
PEINE PSp single piles with intermediate piles PZ 675/12
Combination 10/23
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
44010
48700
66700
105510
115880
140590
154670
193570
211950
245960
269190
306410
335080
344770
362790
373430
402930
428000
464520
490480
585990
2380
2440
2670
3520
3830
4020
4390
4840
5260
5470
5950
6130
6670
6900
7230
7430
7970
8420
9020
9480
10500
141
145
149
171
180
177
186
189
198
195
204
201
210
215
220
224
233
240
260
268
282
189
192
197
217
226
223
232
235
244
241
250
247
256
260
266
269
278
286
306
314
328
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
80%
165
168
173
194
203
200
209
212
221
218
227
224
233
237
243
246
255
263
283
291
305
2kg/m
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
47390
53370
76340
121530
132150
163900
178310
225640
244370
287760
311410
359160
388300
398200
416480
427270
457130
483180
522490
547600
654090
2080
2180
2510
3480
3790
4050
4410
4930
5350
5620
6090
6350
6870
7100
7430
7620
8150
8610
9270
9710
10800
2660
2790
3280
4230
4550
4940
5310
5950
6380
6770
7270
7630
8180
8360
8710
8910
9480
9920
10440
11000
12120
141
144
149
171
180
177
186
189
198
195
204
201
210
215
220
223
233
240
260
268
282
189
192
197
217
226
223
232
235
244
241
250
247
256
260
266
269
278
286
306
314
328
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
165
168
173
194
203
200
209
212
221
218
227
224
233
237
243
246
255
263
283
291
305
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
Combination 12/21
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
PEINE PSp double piles with intermediate piles PZ 675/12
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
53 54
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
59320
67170
97460
149230
159600
201170
215260
273580
291960
347960
371190
432960
461630
471320
489340
499980
529480
556100
597340
620930
739640
3210
3360
3900
4980
5270
5750
6100
6840
7250
7740
8200
8660
9180
9430
9750
9940
10470
10940
11600
12000
13250
2670
2830
3390
4430
4730
5200
5560
6260
6680
7140
7620
8060
8590
8770
9110
9310
9860
10290
10880
11400
12590
154
157
162
183
192
189
198
201
210
207
216
213
222
227
232
236
245
252
272
280
294
210
213
218
237
246
243
252
255
264
261
270
267
276
280
286
289
298
306
326
334
348
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
182
185
190
210
219
216
225
228
237
234
243
240
249
253
259
262
272
279
299
307
321
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
Combination 14/21
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12
1350
Water side
Combination 22/23
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
63450
72380
106720
171140
187570
233440
255770
325140
354270
416910
453740
522480
567930
583290
611870
628740
675510
715870
775640
815860
976470
3430
3620
4270
5710
6200
6670
7250
8130
8800
9270
10020
10450
11300
11670
12190
12500
13350
14080
15070
15770
17490
2860
3050
3720
5080
5560
6030
6610
7440
8100
8560
9310
9730
10570
10860
11390
11700
12570
13250
14120
14970
16630
189
194
202
233
247
243
257
262
276
271
285
281
295
302
311
316
330
343
374
387
409
228
233
241
269
284
279
293
298
312
307
322
317
331
338
347
352
367
379
411
423
446
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
209
214
222
251
265
261
275
280
294
289
304
299
313
320
329
334
348
361
393
405
427
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
53 54
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
1.75
1.75
1.75
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
1.83
59320
67170
97460
149230
159600
201170
215260
273580
291960
347960
371190
432960
461630
471320
489340
499980
529480
556100
597340
620930
739640
3210
3360
3900
4980
5270
5750
6100
6840
7250
7740
8200
8660
9180
9430
9750
9940
10470
10940
11600
12000
13250
2670
2830
3390
4430
4730
5200
5560
6260
6680
7140
7620
8060
8590
8770
9110
9310
9860
10290
10880
11400
12590
154
157
162
183
192
189
198
201
210
207
216
213
222
227
232
236
245
252
272
280
294
210
213
218
237
246
243
252
255
264
261
270
267
276
280
286
289
298
306
326
334
348
1.23
1.23
1.23
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
1.22
182
185
190
210
219
216
225
228
237
234
243
240
249
253
259
262
272
279
299
307
321
PSp PZi 675/12
*h
z i
a
*= 263 mm
yy
Combination 14/21
Water side
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12
1350
Water side
Combination 22/23
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
63450
72380
106720
171140
187570
233440
255770
325140
354270
416910
453740
522480
567930
583290
611870
628740
675510
715870
775640
815860
976470
3430
3620
4270
5710
6200
6670
7250
8130
8800
9270
10020
10450
11300
11670
12190
12500
13350
14080
15070
15770
17490
2860
3050
3720
5080
5560
6030
6610
7440
8100
8560
9310
9730
10570
10860
11390
11700
12570
13250
14120
14970
16630
189
194
202
233
247
243
257
262
276
271
285
281
295
302
311
316
330
343
374
387
409
228
233
241
269
284
279
293
298
312
307
322
317
331
338
347
352
367
379
411
423
446
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
209
214
222
251
265
261
275
280
294
289
304
299
313
320
329
334
348
361
393
405
427
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
4.5.6
PEINE PSp steel sheet pile walls
55 56
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
67110
77210
116070
185380
201910
253910
276360
352930
382200
452910
489910
567690
613330
628770
657450
674380
721290
762350
824160
863570
1033140
3250
3470
4190
5710
6190
6730
7300
8230
8890
9420
10160
10650
11480
11860
12370
12680
13520
14250
15280
15970
17750
2750
2970
3690
5120
5600
6120
6690
7570
8230
8740
9480
9950
10790
11070
11600
11910
12770
13450
14360
15200
16910
189
194
202
233
247
243
257
262
276
271
285
281
295
302
311
316
330
342
374
386
409
228
233
241
269
284
279
293
298
312
307
322
317
331
338
347
352
367
379
411
423
446
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
209
214
222
251
265
261
275
280
294
289
303
299
313
320
329
334
348
361
392
405
427
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12 Water side
Combination 24/21
4.5.6
PEINE PSp steel sheet pile walls
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
WyIy
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
75930
87430
131770
205800
222230
281460
303790
388570
417700
497760
534600
622800
668250
683610
712180
729060
775820
817410
880920
919270
1098280
4110
4380
5280
6860
7340
8050
8610
9720
10370
11070
11810
12460
13290
13680
14190
14500
15340
16080
17110
17770
19670
3420
3690
4590
6100
6590
7270
7840
8890
9550
10220
10970
11590
12440
12720
13250
13570
14440
15130
16040
16870
18700
199
204
212
243
257
252
266
271
285
281
295
290
304
311
320
325
340
352
384
396
419
245
250
258
285
299
295
309
314
328
323
338
333
347
354
363
368
383
395
427
439
462
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
119
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
222
227
235
264
278
274
288
293
307
302
316
312
326
333
342
347
361
373
405
417
440
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12 Water side
Combination 26/21
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
55 56
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
67110
77210
116070
185380
201910
253910
276360
352930
382200
452910
489910
567690
613330
628770
657450
674380
721290
762350
824160
863570
1033140
3250
3470
4190
5710
6190
6730
7300
8230
8890
9420
10160
10650
11480
11860
12370
12680
13520
14250
15280
15970
17750
2750
2970
3690
5120
5600
6120
6690
7570
8230
8740
9480
9950
10790
11070
11600
11910
12770
13450
14360
15200
16910
189
194
202
233
247
243
257
262
276
271
285
281
295
302
311
316
330
342
374
386
409
228
233
241
269
284
279
293
298
312
307
322
317
331
338
347
352
367
379
411
423
446
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
209
214
222
251
265
261
275
280
294
289
303
299
313
320
329
334
348
361
392
405
427
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12 Water side
Combination 24/21
4.5.6
PEINE PSp steel sheet pile walls
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
WyIy
PEINE PSp double piles with intermediate piles PZ 675/12
370
400
500
600
606
700
706
800
806
900
906
1000
1006
1001
1013
1016
1016 S
1017
1030
1035 S
1117
2.15
2.15
2.15
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
2.31
75930
87430
131770
205800
222230
281460
303790
388570
417700
497760
534600
622800
668250
683610
712180
729060
775820
817410
880920
919270
1098280
4110
4380
5280
6860
7340
8050
8610
9720
10370
11070
11810
12460
13290
13680
14190
14500
15340
16080
17110
17770
19670
3420
3690
4590
6100
6590
7270
7840
8890
9550
10220
10970
11590
12440
12720
13250
13570
14440
15130
16040
16870
18700
199
204
212
243
257
252
266
271
285
281
295
290
304
311
320
325
340
352
384
396
419
245
250
258
285
299
295
309
314
328
323
338
333
347
354
363
368
383
395
427
439
462
1.21
1.21
1.21
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
119
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
222
227
235
264
278
274
288
293
307
302
316
312
326
333
342
347
361
373
405
417
440
PSp
*h
z i
a
*= 263 mm
yy
PZi 675/12 Water side
Combination 26/21
Section
PSp
System
width
m
a
Second
moment
of inertia
4cm /m
Section modulus Dead weight in relation to PSp length,
PZ length in % of PSp length
PZ 675-12
60%
Coating area
Water side
WyIy Wy 100%3cm /m 3cm /m 2kg/m 2kg/m 2m /m
80%2kg/m
4.5.6
PEINE PSp steel sheet pile walls
57 58
PSp part sections for corner and junction piles
Section
PSp
Smallest flange width
amin
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
mm
370
400
500
600
606
700
706
800
806
900
906
1000
1001
1006
1013
1016
1016 S
1017
1030
1035 S
1117
Largest flange width
amax
170
170
170
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
mm
Dead weight per part section
kg/m
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.9
6.9
6.9
6.9
6.9
6.9
6.9
7.0
7.2
7.4
7.3
7.6
7.4
Dead weight per part section
kg/m
20.8
20.8
20.8
27.6
31.0
27.6
31.0
29.9
33.4
29.9
33.4
29.9
35.3
33.4
37.4
38.8
43.0
45.9
47.0
50.3
49.6
Flange
4.5.7
PEINE PSp steel sheet pile walls
amin
amax
Examples of PEINE corner sections
Further information on request.
PSp 400
PSp 800
4.5.8
PEINE PSp steel sheet pile walls
57 58
PSp part sections for corner and junction piles
Section
PSp
Smallest flange width
amin
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
mm
370
400
500
600
606
700
706
800
806
900
906
1000
1001
1006
1013
1016
1016 S
1017
1030
1035 S
1117
Largest flange width
amax
170
170
170
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
210
mm
Dead weight per part section
kg/m
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.9
6.9
6.9
6.9
6.9
6.9
6.9
7.0
7.2
7.4
7.3
7.6
7.4
Dead weight per part section
kg/m
20.8
20.8
20.8
27.6
31.0
27.6
31.0
29.9
33.4
29.9
33.4
29.9
35.3
33.4
37.4
38.8
43.0
45.9
47.0
50.3
49.6
Flange
4.5.7
PEINE PSp steel sheet pile walls
amin
amax
Examples of PEINE corner sections
Further information on request.
PSp 400
PSp 800
4.5.8
PEINE PSp steel sheet pile walls
59 60
PSp
PZi
PZi
Corner constructions with composite PEINE steel sheet pile walls
Further corner variants on request.
PZi
PZi
PSp
PSp
4.5.9
PEINE PSp steel sheet pile walls
Driving of composite PEINE PSp/PZi steel sheet pile walls
PSp PSpPZi PSp PSpPZi
In the event of low driving depths for intermediate piles into the load-bearing soil, PSp single piles should be chosen.
In the event of high driving depths for intermediate piles into the load-bearing soil, PSp double piles should be chosen.
0 5 4 6 3 7 2 8 1
For low driving depths
0 4 3 5 2 7 6 8 1
For higher driving depths
Especially recommended for driving in water and into soft soil strata from the ground surface.
Vertical guidance equipment to ensure parallelism
Driving sequence for PSp bearing piles with clamp guidance
0 2 1 30 2 10 1
Pile elements
Water side Water side
2 4
PSp
4.5.10
PEINE PSp steel sheet pile walls
59 60
PSp
PZi
PZi
Corner constructions with composite PEINE steel sheet pile walls
Further corner variants on request.
PZi
PZi
PSp
PSp
4.5.9
PEINE PSp steel sheet pile walls
Driving of composite PEINE PSp/PZi steel sheet pile walls
PSp PSpPZi PSp PSpPZi
In the event of low driving depths for intermediate piles into the load-bearing soil, PSp single piles should be chosen.
In the event of high driving depths for intermediate piles into the load-bearing soil, PSp double piles should be chosen.
0 5 4 6 3 7 2 8 1
For low driving depths
0 4 3 5 2 7 6 8 1
For higher driving depths
Especially recommended for driving in water and into soft soil strata from the ground surface.
Vertical guidance equipment to ensure parallelism
Driving sequence for PSp bearing piles with clamp guidance
0 2 1 30 2 10 1
Pile elements
Water side Water side
2 4
PSp
4.5.10
PEINE PSp steel sheet pile walls
61
PE
INE
PS
t ste
el p
iles
Sectio
n
PS
t
Area
Steel
Dim
ensio
ns
mm
h
Circum
ference
cmcm
Wy
Iy
Iz
iy
Out-
line
Axis y-y
Axis z-z
300/ 8
0
300/ 8
5
300/ 9
5
300/1
06
370/1
07
370/1
16
370/1
22
370/1
32
370/1
53
400/1
00
400/1
19
400/1
27
400/1
75
500/1
08
500/1
36
500/1
58
500/1
77
600S
/159
600/1
88
80.3
85.4
95.4
106.0
107.0
116.0
122.0
132.0
153.0
100.0
119.0
127.0
176.0
108.0
136.0
158.0
177.0
159.0
188.0
305.0
306.0
308.0
310.0
366.0
366.0
370.0
369.4
374.0
392.0
396.0
400.0
408.0
492.0
500.0
506.0
511.0
592.0
600.0
305.0
306.0
308.0
310.0
379.0
382.0
380.0
383.7
386.0
379.0
381.0
380.0
387.0
379.0
380.0
381.0
382.0
460.0
460.0
9.0
10.0
12.0
14.0
9.0
12.0
10.0
13.7
16.0
10.0
12.0
11.0
18.0
10.0
11.0
12.0
13.0
12.5
14.0
13.9
14.4
15.4
16.4
15.2
15.2
17.2
16.9
19.2
13.2
15.2
17.2
21.2
13.2
17.2
20.2
22.7
17.3
21.2
9.2
9.7
10.7
11.8
12.0
12.0
14.0
13.8
16.1
10.0
12.0
14.0
18.2
10.0
14.0
17.0
19.6
12.0
14.0
181
182
183
184
225
226
225
227
229
230
231
231
235
250
251
253
254
300
301
128
129
129
131
157
158
158
159
161
162
163
164
168
182
184
185
186
218
220
102
109
122
135
136
148
155
168
195
127
151
162
224
137
173
201
226
203
239
938
944
957
970
1402
1415
1422
1434
1462
1501
1525
1536
1597
1880
1916
1944
1968
2737
2774
18440
19492
21575
23767
36489
38148
42274
43594
51212
37668
44969
50469
68363
61745
81947
97895
111837
130820
158226
1209
1274
1401
1533
1994
2085
2285
2360
2739
1922
2271
2523
3351
2510
3278
3869
4377
4420
5274
13.4
13.4
13.3
13.3
16.4
16.0
16.5
16.1
16.2
17.2
17.3
17.6
17.5
21.2
21.8
22.1
22.3
25.4
25.7
6050
6416
7122
7906
13176
13827
15192
15790
18555
11380
13568
15210
20748
11381
15211
18179
20774
23174
26886
397
419
462
510
695
724
800
823
961
601
712
801
1072
601
801
954
1088
1008
1169
7.69
7.68
7.66
7.66
9.84
9.66
9.89
9.69
9.75
9.45
9.48
9.69
9.63
9.10
9.38
9.50
9.59
10.70
10.60
Flang
e
wid
th
bmm
Web
thick-
ness
mm
s
mm
t1t2m
m
Developed
coating
area
Wz
iz4
cm3
cmcm
2cm
2cm
4cm
3cm
cm
y
zz
y
s
h
t2
b
t1t1
kg/m
62
4.6
PE
INE
PS
t ste
el p
iles
Out-
line
Weight
Section
height
Flange
thick-
ness
Steel gradesGeneral structural steels conforming to EN 10 025
t1) Tolerances conforming to EN 10 034
4.7
HP
ste
el p
iles
Wid
e fla
ng
e b
ea
ring
pile
s 2
20
3
20
Section
HP 220 x 57.2
HP 260 x 75
HP 260 x 87.3
HP 305 x 88
HP 305 x 95
HP 305 x 110
HP 305 x 126
HP 305 x 149
HP 305 x 180
HP 305 x 186
HP 305 x 223
HP 320 x 84
HP 320 x 88.5
HP 320 x 103
HP 320 x 117
HP 320 x 147
HP 320 x 184
kg/m
57.2
75.0
87.3
88.0
94.9
110.0
126.1
149.1
180.0
186.0
222.9
83.7
88.5
102.8
117.3
146.7
184.1
h
mm
210.0
249.0
253.0
301.7
303.7
307.9
312.3
318.5
326.7
328.3
337.9
303.0
303.0
307.0
311.0
319.0
329.0
A
cm²
72.9
95.5
111.0
112.0
121.0
140.0
161.0
190.0
229.0
237.0
284.0
107.0
113.0
131.0
149.0
187.0
235.0
Coa
ting
are
a
m²/m
1.265
1.493
1.505
1.784
1.790
1.802
1.815
1.834
1.857
1.863
1.892
1.748
1.752
1.764
1.776
1.800
1.830
Section
modulus
Wy
3cm
546
855
995
1221
1320
1531
1755
2076
2508
2596
3119
1207
1237
1437
1638
2048
2574
Wy
3cm
614
959
1124
1360
1474
1720
1986
2370
2897
3003
3653
1333
1379
1611
1849
2338
2979
Iy
4cm
5729
10646
12586
18425
20045
23563
27408
33067
40973
42610
52699
18279
18743
22053
25476
32671
42343
Iz
4cm
2079
3733
4455
5984
6529
7709
9002
10910
13546
14143
17577
5520
5634
6704
7815
10160
13332
Section
modulus
Wz
3cm
185
282
334
389
423
496
575
691
847
881
1079
366
371
438
507
651
841
Wz
3cm
286
435
516
595
648
762
885
1066
1313
1366
1680
561
572
677
786
1011
1311
Avz
28.6
39.1
45.1
41.6
44.6
51.4
58.9
69.6
84.4
87.0
104.0
41.8
47.7
54.8
62.1
76.9
95.8
1)Dimensions
2cm
Elas
tic
Pla
stic
Elas
tic
Pla
stic
Weig
ht
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
8.87
10.56
10.64
12.82
12.87
12.97
13.06
13.20
13.37
13.41
13.62
13.09
12.90
12.97
13.06
13.22
13.44
iz
cm
5.34
6.25
6.33
7.31
7.35
7.42
7.49
7.58
7.69
7.73
7.87
7.19
7.07
7.15
7.23
7.37
7.54
152.0
177.0
177.0
246.7
246.7
246.7
246.7
246.7
246.7
246.7
246.7
225.0
225.0
225.0
225.0
225.0
225.0
b
mm
224.5
265.0
267.0
307.8
308.7
310.7
312.9
316.0
319.7
320.9
325.7
302.0
304.0
306.0
308.0
312.0
317.0
mm
11.0
12.0
14.0
12.4
13.3
15.3
17.5
20.6
24.8
25.5
30.3
10.0
12.0
14.0
16.0
20.0
25.0
mm
11.0
12.0
14.0
12.3
13.3
15.4
17.6
20.7
24.8
25.6
30.4
12.0
12.0
14.0
16.0
20.0
25.0
r
mm
18.0
24.0
24.0
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
27.0
27.0
27.0
27.0
27.0
27.0
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
2
3
1
3
3
2
1
1
1
1
1
3
3
2
1
1
1
3
3
3
4
3
3
2
1
1
1
1
4
4
3
3
1
1
3
4
3
4
4
3
3
2
1
1
1
4
4
4
3
2
1
2
3
1
3
3
2
1
1
1
1
1
3
3
2
1
1
1
3
3
3
4
3
3
2
1
1
1
1
4
4
3
3
1
1
3
4
3
4
4
3
3
2
1
1
1
4
4
4
3
2
1
b
r
Z
y yh
tw
t f
Z
h1
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
61
PE
INE
PS
t ste
el p
iles
Sectio
n
PS
t
Area
Steel
Dim
ensio
ns
mm
h
Circum
ference
cmcm
Wy
Iy
Iz
iy
Out-
line
Axis y-y
Axis z-z
300/ 8
0
300/ 8
5
300/ 9
5
300/1
06
370/1
07
370/1
16
370/1
22
370/1
32
370/1
53
400/1
00
400/1
19
400/1
27
400/1
75
500/1
08
500/1
36
500/1
58
500/1
77
600S
/159
600/1
88
80.3
85.4
95.4
106.0
107.0
116.0
122.0
132.0
153.0
100.0
119.0
127.0
176.0
108.0
136.0
158.0
177.0
159.0
188.0
305.0
306.0
308.0
310.0
366.0
366.0
370.0
369.4
374.0
392.0
396.0
400.0
408.0
492.0
500.0
506.0
511.0
592.0
600.0
305.0
306.0
308.0
310.0
379.0
382.0
380.0
383.7
386.0
379.0
381.0
380.0
387.0
379.0
380.0
381.0
382.0
460.0
460.0
9.0
10.0
12.0
14.0
9.0
12.0
10.0
13.7
16.0
10.0
12.0
11.0
18.0
10.0
11.0
12.0
13.0
12.5
14.0
13.9
14.4
15.4
16.4
15.2
15.2
17.2
16.9
19.2
13.2
15.2
17.2
21.2
13.2
17.2
20.2
22.7
17.3
21.2
9.2
9.7
10.7
11.8
12.0
12.0
14.0
13.8
16.1
10.0
12.0
14.0
18.2
10.0
14.0
17.0
19.6
12.0
14.0
181
182
183
184
225
226
225
227
229
230
231
231
235
250
251
253
254
300
301
128
129
129
131
157
158
158
159
161
162
163
164
168
182
184
185
186
218
220
102
109
122
135
136
148
155
168
195
127
151
162
224
137
173
201
226
203
239
938
944
957
970
1402
1415
1422
1434
1462
1501
1525
1536
1597
1880
1916
1944
1968
2737
2774
18440
19492
21575
23767
36489
38148
42274
43594
51212
37668
44969
50469
68363
61745
81947
97895
111837
130820
158226
1209
1274
1401
1533
1994
2085
2285
2360
2739
1922
2271
2523
3351
2510
3278
3869
4377
4420
5274
13.4
13.4
13.3
13.3
16.4
16.0
16.5
16.1
16.2
17.2
17.3
17.6
17.5
21.2
21.8
22.1
22.3
25.4
25.7
6050
6416
7122
7906
13176
13827
15192
15790
18555
11380
13568
15210
20748
11381
15211
18179
20774
23174
26886
397
419
462
510
695
724
800
823
961
601
712
801
1072
601
801
954
1088
1008
1169
7.69
7.68
7.66
7.66
9.84
9.66
9.89
9.69
9.75
9.45
9.48
9.69
9.63
9.10
9.38
9.50
9.59
10.70
10.60
Flang
e
wid
th
bmm
Web
thick-
ness
mm
s
mm
t1t2m
m
Developed
coating
area
Wz
iz4
cm3
cmcm
2cm
2cm
4cm
3cm
cm
y
zz
y
s
h
t2
b
t1t1
kg/m
62
4.6
PE
INE
PS
t ste
el p
iles
Out-
line
Weight
Section
height
Flange
thick-
ness
Steel gradesGeneral structural steels conforming to EN 10 025
t1) Tolerances conforming to EN 10 034
4.7
HP
ste
el p
iles
Wid
e fla
ng
e b
ea
ring
pile
s 2
20
3
20
Section
HP 220 x 57.2
HP 260 x 75
HP 260 x 87.3
HP 305 x 88
HP 305 x 95
HP 305 x 110
HP 305 x 126
HP 305 x 149
HP 305 x 180
HP 305 x 186
HP 305 x 223
HP 320 x 84
HP 320 x 88.5
HP 320 x 103
HP 320 x 117
HP 320 x 147
HP 320 x 184
kg/m
57.2
75.0
87.3
88.0
94.9
110.0
126.1
149.1
180.0
186.0
222.9
83.7
88.5
102.8
117.3
146.7
184.1
h
mm
210.0
249.0
253.0
301.7
303.7
307.9
312.3
318.5
326.7
328.3
337.9
303.0
303.0
307.0
311.0
319.0
329.0
A
cm²
72.9
95.5
111.0
112.0
121.0
140.0
161.0
190.0
229.0
237.0
284.0
107.0
113.0
131.0
149.0
187.0
235.0
Coa
ting
are
a
m²/m
1.265
1.493
1.505
1.784
1.790
1.802
1.815
1.834
1.857
1.863
1.892
1.748
1.752
1.764
1.776
1.800
1.830
Section
modulus
Wy
3cm
546
855
995
1221
1320
1531
1755
2076
2508
2596
3119
1207
1237
1437
1638
2048
2574
Wy
3cm
614
959
1124
1360
1474
1720
1986
2370
2897
3003
3653
1333
1379
1611
1849
2338
2979
Iy
4cm
5729
10646
12586
18425
20045
23563
27408
33067
40973
42610
52699
18279
18743
22053
25476
32671
42343
Iz
4cm
2079
3733
4455
5984
6529
7709
9002
10910
13546
14143
17577
5520
5634
6704
7815
10160
13332
Section
modulus
Wz
3cm
185
282
334
389
423
496
575
691
847
881
1079
366
371
438
507
651
841
Wz
3cm
286
435
516
595
648
762
885
1066
1313
1366
1680
561
572
677
786
1011
1311
Avz
28.6
39.1
45.1
41.6
44.6
51.4
58.9
69.6
84.4
87.0
104.0
41.8
47.7
54.8
62.1
76.9
95.8
1)Dimensions
2cmEl
astic
Pla
stic
Elas
tic
Pla
stic
Weig
ht
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
8.87
10.56
10.64
12.82
12.87
12.97
13.06
13.20
13.37
13.41
13.62
13.09
12.90
12.97
13.06
13.22
13.44
iz
cm
5.34
6.25
6.33
7.31
7.35
7.42
7.49
7.58
7.69
7.73
7.87
7.19
7.07
7.15
7.23
7.37
7.54
152.0
177.0
177.0
246.7
246.7
246.7
246.7
246.7
246.7
246.7
246.7
225.0
225.0
225.0
225.0
225.0
225.0
b
mm
224.5
265.0
267.0
307.8
308.7
310.7
312.9
316.0
319.7
320.9
325.7
302.0
304.0
306.0
308.0
312.0
317.0
mm
11.0
12.0
14.0
12.4
13.3
15.3
17.5
20.6
24.8
25.5
30.3
10.0
12.0
14.0
16.0
20.0
25.0
mm
11.0
12.0
14.0
12.3
13.3
15.4
17.6
20.7
24.8
25.6
30.4
12.0
12.0
14.0
16.0
20.0
25.0
r
mm
18.0
24.0
24.0
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
27.0
27.0
27.0
27.0
27.0
27.0
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
2
3
1
3
3
2
1
1
1
1
1
3
3
2
1
1
1
3
3
3
4
3
3
2
1
1
1
1
4
4
3
3
1
1
3
4
3
4
4
3
3
2
1
1
1
4
4
4
3
2
1
2
3
1
3
3
2
1
1
1
1
1
3
3
2
1
1
1
3
3
3
4
3
3
2
1
1
1
1
4
4
3
3
1
1
3
4
3
4
4
3
3
2
1
1
1
4
4
4
3
2
1
b
r
Z
y yh
tw
t f
Z
h1
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
63
64
Wid
e fla
ng
e b
ea
ring
pile
s 3
60
4
00
4.7
HP
ste
el p
iles
Steel gradesGeneral structural steels conforming to 10 025EN
t1) Tolerances conforming to 10 034EN
b
r
Z
y yh
tw
t f
Z
h1
h
mm
340.0
346.4
352.0
356.4
361.4
362.9
347.0
348.0
351.0
352.0
356.0
360.0
364.0
368.0
372.0
A
cm²
107
139
169
194
221
230
149
156
167
179
201
224
247
271
294
Coa
ting
are
a
m²/m
2.102
2.125
2.142
2.155
2.170
2.173
2.197
2.202
2.208
2.214
2.226
2.238
2.250
2.262
2.274
Section
modulus
Wy
3cm
1365
1769
2158
2468
2823
2923
1911
1998
2174
2288
2581
2876
3174
3474
3777
Wy
3cm
1498
1956
2406
2767
3186
3306
2113
2212
2405
2547
2888
3235
3588
3947
4312
Iy
4cm
23206
30632
37983
43972
51009
53036
33162
34770
38151
40274
45939
51766
57759
63921
70255
Iz
4cm
8243
10987
13680
15877
18463
19144
13155
13851
15235
16077
18368
20725
23149
25642
28204
Section
modulus
Wz
3cm
449
592
732
845
976
1011
676
710
781
820
932
1047
1163
1282
1403
Wz
3cm
683
903
1119
1293
1497
1552
1030
1082
1189
1252
1425
1603
1784
1969
2158
Avz
38.0
48.6
59.2
67.7
77.4
80.5
50.7
52.9
53.5
60.5
68.2
75.9
83.8
91.7
99.7
1)Dimensions
2cmEl
astic
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
14.70
14.86
14.98
15.07
15.18
15.20
14.91
14.93
15.12
15.02
15.10
15.19
15.28
15.37
15.45
iz
cm
8.76
8.90
8.99
9.05
9.13
9.13
9.39
9.42
9.55
9.49
9.55
9.61
9.67
9.73
9.79
289.6
290.2
290.2
290.2
290.2
290.3
290.2
290.0
290.2
290.0
290.0
290.0
290.0
290.0
290.0
b
mm
367.0
371.0
373.8
376.0
378.5
378.8
389.0
390.0
390.0
392.0
394.0
396.0
398.0
400.0
402.0
mm
10.0
12.8
15.6
17.8
20.3
21.1
13.4
14.0
14.0
16.0
18.0
20.0
22.0
24.0
26.0
mm
10.0
12.9
15.7
17.9
20.4
21.1
13.4
14.0
15.4
16.0
18.0
20.0
22.0
24.0
26.0
r
mm
15.2
15.2
15.2
15.2
15.2
15.2
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
4
3
3
2
1
1
3
3
3
3
2
1
1
1
1
4
4
3
3
3
3
4
4
4
4
3
3
3
2
1
4
4
4
3
3
3
4
4
4
4
4
3
3
3
2
4
3
3
2
1
1
3
3
3
3
2
1
1
1
1
4
4
3
3
3
3
4
4
4
4
3
3
3
2
1
4
4
4
3
3
3
4
4
4
4
4
3
3
3
2
Section
HP 360 x 84.3
HP 360 x 109
HP 360 x 133
HP 360 x 152
HP 360 x 174
HP 360 x 180
HP 400 x 117
HP 400 x 122
HP 400 x 131
HP 400 x 140
HP 400 x 158
HP 400 x 176
HP 400 x 194
HP 400 x 213
HP 400 x 231
kg/m
84.3
108.9
133.0
152.0
173.9
180.2
117.0
122.4
131.0
140.2
158.1
176.1
194.2
212.5
230.9
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
Wid
e fla
ng
e b
ea
ring
pile
s H
P 8
1
4 co
nfo
rmin
g to
AS
TM
A6
/A6
M
t1) Tolerances conforming to 10 034EN b
r
Z
y yh
tw
t f
Z
h1
HP 8 x 8 x 36
HP 200 x 200 x 53.5
HP 10 x 10 x 42
HP 250 x 250 x 62.6
HP 10 x 10 x 57
HP 250 x 250 x 85.2
HP 12 x 12 x 53
HP 310 x 310 x 78.3
HP 12 x 12 x 63
HP 310 x 310 x 93.4
HP 12 x 12 x 74
HP 310 x 310 x 110.6
HP 12 x 12 x 84
HP 310 x 310 x 124.7
HP 14 x 14½ x 73
HP 360 x 370 x 108.2
HP 14 x 14½ x 89
HP 360 x 370 x 132.2
HP 14 x 14 ½ x 102
HP 360 x 370 x 152.1
HP 14 x 14½ x 117
HP 360 x 370 x 173.9
1
3
1
3
3
2
1
3
3
2
1
3
3
3
4
3
3
3
4
3
3
3
3
4
3
4
4
3
3
4
4
3
3
1
3
1
3
3
2
1
3
3
2
1
3
3
3
4
3
3
3
4
3
3
3
3
4
3
4
4
3
3
4
4
3
3
h
mm
203.7
246.4
253.8
299.1
303.3
308.1
311.9
345.7
351.3
355.9
360.9
A
cm²
68.2
79.8
109.0
99.8
119.0
141.0
159.0
138.0
168.0
194.0
222.0
Coa
ting
are
a
m²/m
1.196
1.474
1.496
1.774
1.786
1.801
1.812
2.122
2.139
2.152
2.167
Section
modulus
Wy
3cm
551
793
1093
1207
1449
1730
1961
1938
2386
2761
3180
Iy
4cm
4965
8774
12263
16284
19686
23701
27040
30277
37588
43809
50830
Iz
4cm
1676
2992
4211
5253
6387
7729
8848
10857
13538
15814
18405
Section
modulus
Wz
3cm
162
234
324
343
415
498
567
586
725
842
974
Wz
3cm
249
358
499
525
635
765
872
894
1109
1290
1494
Avz
24.9
28.9
39.5
37.0
44.0
51.8
58.5
48.5
59.1
67.9
77.6
1)Dimensions
2cm
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
8.54
10.49
10.63
12.78
12.86
12.97
13.05
14.82
14.94
15.04
15.15
iz
cm
4.96
6.12
6.23
7.26
7.33
7.41
7.46
8.88
8.97
9.04
9.11
160.7
199.6
199.6
246.7
246.7
246.7
246.7
289.7
289.7
289.7
289.7
b
mm
207.1
255.9
259.7
305.9
308.0
310.3
312.3
370.5
373.3
375.5
378.1
mm
11.3
10.5
14.4
11.0
13.1
15.4
17.4
12.8
15.6
17.9
20.4
mm
11.3
10.7
14.4
11.0
13.1
15.5
17.4
12.8
15.6
17.9
20.4
r
mm
10.2
12.7
12.7
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
Section
kg/m
53.5
62.6
85.2
78.3
93.4
110.6
124.7
108.2
132.2
152.1
173.9
Wy
3cm
488
712
966
1089
1298
1539
1734
1752
2140
2462
2817
Elas
tic
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
4.7
HP
ste
el p
iles
63
64
Wid
e fla
ng
e b
ea
ring
pile
s 3
60
4
00
4.7
HP
ste
el p
iles
Steel gradesGeneral structural steels conforming to 10 025EN
t1) Tolerances conforming to 10 034EN
b
r
Z
y yh
tw
t f
Z
h1
h
mm
340.0
346.4
352.0
356.4
361.4
362.9
347.0
348.0
351.0
352.0
356.0
360.0
364.0
368.0
372.0
A
cm²
107
139
169
194
221
230
149
156
167
179
201
224
247
271
294
Coa
ting
are
a
m²/m
2.102
2.125
2.142
2.155
2.170
2.173
2.197
2.202
2.208
2.214
2.226
2.238
2.250
2.262
2.274
Section
modulus
Wy
3cm
1365
1769
2158
2468
2823
2923
1911
1998
2174
2288
2581
2876
3174
3474
3777
Wy
3cm
1498
1956
2406
2767
3186
3306
2113
2212
2405
2547
2888
3235
3588
3947
4312
Iy
4cm
23206
30632
37983
43972
51009
53036
33162
34770
38151
40274
45939
51766
57759
63921
70255
Iz
4cm
8243
10987
13680
15877
18463
19144
13155
13851
15235
16077
18368
20725
23149
25642
28204
Section
modulus
Wz
3cm
449
592
732
845
976
1011
676
710
781
820
932
1047
1163
1282
1403
Wz
3cm
683
903
1119
1293
1497
1552
1030
1082
1189
1252
1425
1603
1784
1969
2158
Avz
38.0
48.6
59.2
67.7
77.4
80.5
50.7
52.9
53.5
60.5
68.2
75.9
83.8
91.7
99.7
1)Dimensions
2cm
Elas
tic
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
14.70
14.86
14.98
15.07
15.18
15.20
14.91
14.93
15.12
15.02
15.10
15.19
15.28
15.37
15.45
iz
cm
8.76
8.90
8.99
9.05
9.13
9.13
9.39
9.42
9.55
9.49
9.55
9.61
9.67
9.73
9.79
289.6
290.2
290.2
290.2
290.2
290.3
290.2
290.0
290.2
290.0
290.0
290.0
290.0
290.0
290.0
b
mm
367.0
371.0
373.8
376.0
378.5
378.8
389.0
390.0
390.0
392.0
394.0
396.0
398.0
400.0
402.0
mm
10.0
12.8
15.6
17.8
20.3
21.1
13.4
14.0
14.0
16.0
18.0
20.0
22.0
24.0
26.0
mm
10.0
12.9
15.7
17.9
20.4
21.1
13.4
14.0
15.4
16.0
18.0
20.0
22.0
24.0
26.0
r
mm
15.2
15.2
15.2
15.2
15.2
15.2
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
4
3
3
2
1
1
3
3
3
3
2
1
1
1
1
4
4
3
3
3
3
4
4
4
4
3
3
3
2
1
4
4
4
3
3
3
4
4
4
4
4
3
3
3
2
4
3
3
2
1
1
3
3
3
3
2
1
1
1
1
4
4
3
3
3
3
4
4
4
4
3
3
3
2
1
4
4
4
3
3
3
4
4
4
4
4
3
3
3
2
Section
HP 360 x 84.3
HP 360 x 109
HP 360 x 133
HP 360 x 152
HP 360 x 174
HP 360 x 180
HP 400 x 117
HP 400 x 122
HP 400 x 131
HP 400 x 140
HP 400 x 158
HP 400 x 176
HP 400 x 194
HP 400 x 213
HP 400 x 231
kg/m
84.3
108.9
133.0
152.0
173.9
180.2
117.0
122.4
131.0
140.2
158.1
176.1
194.2
212.5
230.9
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
Wid
e fla
ng
e b
ea
ring
pile
s H
P 8
1
4 co
nfo
rmin
g to
AS
TM
A6
/A6
M
t1) Tolerances conforming to 10 034EN b
r
Z
y yh
tw
t f
Z
h1
HP 8 x 8 x 36
HP 200 x 200 x 53.5
HP 10 x 10 x 42
HP 250 x 250 x 62.6
HP 10 x 10 x 57
HP 250 x 250 x 85.2
HP 12 x 12 x 53
HP 310 x 310 x 78.3
HP 12 x 12 x 63
HP 310 x 310 x 93.4
HP 12 x 12 x 74
HP 310 x 310 x 110.6
HP 12 x 12 x 84
HP 310 x 310 x 124.7
HP 14 x 14½ x 73
HP 360 x 370 x 108.2
HP 14 x 14½ x 89
HP 360 x 370 x 132.2
HP 14 x 14 ½ x 102
HP 360 x 370 x 152.1
HP 14 x 14½ x 117
HP 360 x 370 x 173.9
1
3
1
3
3
2
1
3
3
2
1
3
3
3
4
3
3
3
4
3
3
3
3
4
3
4
4
3
3
4
4
3
3
1
3
1
3
3
2
1
3
3
2
1
3
3
3
4
3
3
3
4
3
3
3
3
4
3
4
4
3
3
4
4
3
3
h
mm
203.7
246.4
253.8
299.1
303.3
308.1
311.9
345.7
351.3
355.9
360.9
A
cm²
68.2
79.8
109.0
99.8
119.0
141.0
159.0
138.0
168.0
194.0
222.0
Coa
ting
are
a
m²/m
1.196
1.474
1.496
1.774
1.786
1.801
1.812
2.122
2.139
2.152
2.167
Section
modulus
Wy
3cm
551
793
1093
1207
1449
1730
1961
1938
2386
2761
3180
Iy
4cm
4965
8774
12263
16284
19686
23701
27040
30277
37588
43809
50830
Iz
4cm
1676
2992
4211
5253
6387
7729
8848
10857
13538
15814
18405
Section
modulus
Wz
3cm
162
234
324
343
415
498
567
586
725
842
974
Wz
3cm
249
358
499
525
635
765
872
894
1109
1290
1494
Avz
24.9
28.9
39.5
37.0
44.0
51.8
58.5
48.5
59.1
67.9
77.6
1)Dimensions
2cm
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
8.54
10.49
10.63
12.78
12.86
12.97
13.05
14.82
14.94
15.04
15.15
iz
cm
4.96
6.12
6.23
7.26
7.33
7.41
7.46
8.88
8.97
9.04
9.11
160.7
199.6
199.6
246.7
246.7
246.7
246.7
289.7
289.7
289.7
289.7
b
mm
207.1
255.9
259.7
305.9
308.0
310.3
312.3
370.5
373.3
375.5
378.1
mm
11.3
10.5
14.4
11.0
13.1
15.4
17.4
12.8
15.6
17.9
20.4
mm
11.3
10.7
14.4
11.0
13.1
15.5
17.4
12.8
15.6
17.9
20.4
r
mm
10.2
12.7
12.7
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
Section
kg/m
53.5
62.6
85.2
78.3
93.4
110.6
124.7
108.2
132.2
152.1
173.9
Wy
3cm
488
712
966
1089
1298
1539
1734
1752
2140
2462
2817
Elas
tic
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
4.7
HP
ste
el p
iles
65
66
4.8
HE
B w
ide fla
ng
e b
ea
ms
Wid
e fla
ng
e b
ea
ms 1
00
3
20
b
r
Z
y yh
tw
t f
Z
h1
t1) Tolerances conforming to 10 034EN
h
mm
100
120
140
160
180
200
220
240
260
280
300
320
A
cm²
26.0
34.0
43.0
54.3
65.3
78.1
91.0
106.0
118.0
131.0
149.0
161.0
Coa
ting
are
a
m²/m
0.567
0.686
0.805
0.918
1.037
1.151
1.270
1.384
1.499
1.618
1.732
1.771
Section
modulus
Wy
3cm
104
165
245
354
481
643
827
1053
1283
1534
1869
2149
Iy
4cm
450
864
1509
2492
3831
5696
8091
11259
14919
19270
25166
30824
Iz
4cm
167
318
550
889
1363
2003
2843
3923
5135
6595
8563
9239
Section
modulus
Wz
3cm
33.5
52.9
78.5
111.0
151.0
200.0
258.0
327.0
395.0
471.0
571.0
616.0
Wz
3cm
51.4
81.0
120.0
170.0
231.0
306.0
394.0
498.0
602.0
718.0
870.0
939.0
Avz
9.04
11.00
13.10
17.60
20.20
24.80
27.90
33.20
37.60
41.10
47.40
51.80
1)Dimensions
2cm
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
4.16
5.04
5.93
6.78
7.66
8.54
9.43
10.31
11.22
12.11
12.99
13.82
iz
cm
2.53
3.06
3.58
4.05
4.57
5.07
5.59
6.08
6.58
7.09
7.58
7.57
56
74
92
104
122
134
152
164
177
196
208
225
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
mm
6.00
6.50
7.00
8.00
8.50
9.00
9.50
10.00
10.00
10.50
11.00
11.50
mm
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
17.5
18.0
19.0
20.5
r
mm
12
12
12
15
15
18
18
21
24
24
27
27
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
2
Section
HEB 100
HEB 120
HEB 140
HEB 160
HEB 180
HEB 200
HEB 220
HEB 240
HEB 260
HEB 280
HEB 300
HEB 320
kg/m
20.4
26.7
33.7
42.6
51.2
61.3
71.5
83.2
93.0
103.1
117.0
126.7
Wy
3cm
89.9
144
216
311
426
570
736
938
1148
1376
1678
1926
Elas
tic
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
Wid
e fla
ng
e b
ea
ms 3
40
1
00
0
t1) Tolerances conforming to 10 034EN
b
r
Z
y yh
tw
t f
Z
h1
Section
HEB 340
HEB 360
HEB 400
HEB 450
HEB 500
HEB 550
HEB 600
HEB 650
HEB 700
HEB 800
HEB 900
HEB 1000
kg/m
134.2
141.8
155.3
171.1
187.3
199.4
211.9
224.8
240.5
262.3
291.5
314.0
h
mm
340
360
400
450
500
550
600
650
700
800
900
1000
A
cm²
171
181
198
218
239
254
270
286
306
334
371
400
Coa
ting
are
a
m²/m
1.810
1.849
1.927
2.026
2.125
2.224
2.323
2.422
2.520
2.713
2.911
3.110
Section
modulus
Wy
3cm
2156
2400
2884
3551
4287
4971
5701
6480
7340
8977
10979
12895
Wy
3cm
2408
2683
3232
3982
4815
5591
6425
7320
8327
10229
12584
14855
Iy
4cm
36656
43193
57680
79888
107176
136691
171041
210616
256888
359083
494065
644748
Iz
4cm
9690
10141
10819
11721
12624
13077
13530
13984
14441
14904
15816
16276
Section
modulus
Wz
3cm
646
676
721
781
842
872
902
932
963
994
1054
1085
Wz
3cm
986
1032
1104
1198
1292
1341
1391
1441
1495
1553
1658
1716
Avz
56.1
60.6
70.0
79.7
89.8
100.0
111.0
122.0
137.0
162.0
189.0
212.0
1)Dimensions
2cm
Elas
tic
Pla
stic
Elas
tic
Pla
stic
Weig
ht
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
14.65
15.46
17.08
19.14
21.19
23.20
25.17
27.12
28.96
32.78
36.48
40.15
iz
cm
7.53
7.49
7.40
7.33
7.27
7.17
7.08
6.99
6.87
6.68
6.53
6.38
243
261
298
344
390
438
486
534
582
674
770
888
b
mm
300
300
300
300
300
300
300
300
300
300
300
300
mm
12.0
12.5
13.5
14.0
14.5
15.0
15.5
16.0
17.0
17.5
18.5
19.0
mm
21.5
22.5
24.0
26.0
28.0
29.0
30.0
31.0
32.0
33.0
35.0
36.0
r
mm
27
27
27
27
27
27
27
27
27
30
30
30
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
3
4
1
1
1
1
2
2
3
3
4
4
4
4
1
1
1
2
2
3
4
4
4
4
4
4
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
4.8
HE
B w
ide fla
ng
e b
ea
ms
65
66
4.8
HE
B w
ide fla
ng
e b
ea
ms
Wid
e fla
ng
e b
ea
ms 1
00
3
20
b
r
Z
y yh
tw
t f
Z
h1
t1) Tolerances conforming to 10 034EN
h
mm
100
120
140
160
180
200
220
240
260
280
300
320
A
cm²
26.0
34.0
43.0
54.3
65.3
78.1
91.0
106.0
118.0
131.0
149.0
161.0
Coa
ting
are
a
m²/m
0.567
0.686
0.805
0.918
1.037
1.151
1.270
1.384
1.499
1.618
1.732
1.771
Section
modulus
Wy
3cm
104
165
245
354
481
643
827
1053
1283
1534
1869
2149
Iy
4cm
450
864
1509
2492
3831
5696
8091
11259
14919
19270
25166
30824
Iz
4cm
167
318
550
889
1363
2003
2843
3923
5135
6595
8563
9239
Section
modulus
Wz
3cm
33.5
52.9
78.5
111.0
151.0
200.0
258.0
327.0
395.0
471.0
571.0
616.0
Wz
3cm
51.4
81.0
120.0
170.0
231.0
306.0
394.0
498.0
602.0
718.0
870.0
939.0
Avz
9.04
11.00
13.10
17.60
20.20
24.80
27.90
33.20
37.60
41.10
47.40
51.80
1)Dimensions
2cm
Pla
stic
Elas
tic
Pla
stic
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
4.16
5.04
5.93
6.78
7.66
8.54
9.43
10.31
11.22
12.11
12.99
13.82
iz
cm
2.53
3.06
3.58
4.05
4.57
5.07
5.59
6.08
6.58
7.09
7.58
7.57
56
74
92
104
122
134
152
164
177
196
208
225
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
mm
6.00
6.50
7.00
8.00
8.50
9.00
9.50
10.00
10.00
10.50
11.00
11.50
mm
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
17.5
18.0
19.0
20.5
r
mm
12
12
12
15
15
18
18
21
24
24
27
27
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
2
Section
HEB 100
HEB 120
HEB 140
HEB 160
HEB 180
HEB 200
HEB 220
HEB 240
HEB 260
HEB 280
HEB 300
HEB 320
kg/m
20.4
26.7
33.7
42.6
51.2
61.3
71.5
83.2
93.0
103.1
117.0
126.7
Wy
3cm
89.9
144
216
311
426
570
736
938
1148
1376
1678
1926
Elas
tic
Weig
ht
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
Wid
e fla
ng
e b
ea
ms 3
40
1
00
0
t1) Tolerances conforming to 10 034EN
b
r
Z
y yh
tw
t f
Z
h1
Section
HEB 340
HEB 360
HEB 400
HEB 450
HEB 500
HEB 550
HEB 600
HEB 650
HEB 700
HEB 800
HEB 900
HEB 1000
kg/m
134.2
141.8
155.3
171.1
187.3
199.4
211.9
224.8
240.5
262.3
291.5
314.0
h
mm
340
360
400
450
500
550
600
650
700
800
900
1000
A
cm²
171
181
198
218
239
254
270
286
306
334
371
400
Coa
ting
are
a
m²/m
1.810
1.849
1.927
2.026
2.125
2.224
2.323
2.422
2.520
2.713
2.911
3.110
Section
modulus
Wy
3cm
2156
2400
2884
3551
4287
4971
5701
6480
7340
8977
10979
12895
Wy
3cm
2408
2683
3232
3982
4815
5591
6425
7320
8327
10229
12584
14855
Iy
4cm
36656
43193
57680
79888
107176
136691
171041
210616
256888
359083
494065
644748
Iz
4cm
9690
10141
10819
11721
12624
13077
13530
13984
14441
14904
15816
16276
Section
modulus
Wz
3cm
646
676
721
781
842
872
902
932
963
994
1054
1085
Wz
3cm
986
1032
1104
1198
1292
1341
1391
1441
1495
1553
1658
1716
Avz
56.1
60.6
70.0
79.7
89.8
100.0
111.0
122.0
137.0
162.0
189.0
212.0
1)Dimensions
2cmEl
astic
Pla
stic
Elas
tic
Pla
stic
Weig
ht
Cross
sec-
tional
area
Second
moment
of
inertia
Second
moment
of
inertia
Cross
sec-
tional
area
h1
mm
iy
cm
14.65
15.46
17.08
19.14
21.19
23.20
25.17
27.12
28.96
32.78
36.48
40.15
iz
cm
7.53
7.49
7.40
7.33
7.27
7.17
7.08
6.99
6.87
6.68
6.53
6.38
243
261
298
344
390
438
486
534
582
674
770
888
b
mm
300
300
300
300
300
300
300
300
300
300
300
300
mm
12.0
12.5
13.5
14.0
14.5
15.0
15.5
16.0
17.0
17.5
18.5
19.0
mm
21.5
22.5
24.0
26.0
28.0
29.0
30.0
31.0
32.0
33.0
35.0
36.0
r
mm
27
27
27
27
27
27
27
27
27
30
30
30
t ftw
Classification according
to ENV 1993-5
Steel grade
Bending y-y Compression
S 2
35
S 3
55
S 4
60
S 2
35
S 3
55
S 4
60
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
3
3
4
1
1
1
1
2
2
3
3
4
4
4
4
1
1
1
2
2
3
4
4
4
4
4
4
Rad
ius
of g
yrat
ion
Rad
ius
of g
yrat
ion
4.8
HE
B w
ide fla
ng
e b
ea
ms
67 68
4.9.1
Pipe piles
Pipe pile with welded-on corner sections 22; D = 813 - 1420 mma
Pipe
diameter
Da
mm
Wall
thick-
ness
s
mm
Weight
kg
Steel area
A2cm
Circum-
ference
U
m
Second
moment
of inertia
Jy
4cm
Section
modulus
Wy
3cm
Radius of
gyration
iy
cm
Coating
area
Water side2m /m
Da
s
y y
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
219
268
301
244
299
336
269
331
372
320
393
443
496
369
455
279
341
383
311
381
428
343
421
474
407
501
565
632
470
580
2.85
2.85
2.85
3.17
3.17
3.17
3.49
3.49
3.49
4.13
4.13
4.13
4.13
4.76
4.76
203364
251860
284315
290147
359708
406344
399850
496123
560762
695738
864327
977765
1096822
1100878
1368830
5003
6196
6994
6349
7871
8892
7871
9766
11039
11406
14169
16029
17981
15505
19279
27.0
27.2
27.2
30.5
30.7
30.8
34.1
34.3
34.4
41.3
41.5
41.6
41.7
48.4
48.6
1.36
1.36
1.36
1.52
1.52
1.52
1.68
1.68
1.68
2.00
2.00
2.00
2.00
2.31
2.31
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
513
575
626
517
584
654
713
810
654
733
799
909
812
885
1008
654
733
798
658
743
833
908
1032
833
934
1018
1158
1034
1128
1284
4.76
4.76
4.76
5.39
5.39
5.39
5.39
5.39
6.02
6.02
6.02
6.02
6.65
6.65
6.65
1549399
1739152
1896156
2039150
2309173
2593201
2828420
3217494
3283855
3689127
4024989
4581008
5057090
5518851
6283814
21823
24495
26706
25175
28508
32015
34919
39722
36086
40540
44231
50341
50070
54642
62216
48.7
48.7
48.7
55.7
55.7
55.8
55.8
55.8
62.8
62.9
62.9
62.9
69.9
69.9
70.0
2.31
2.31
2.31
2.62
2.62
2.62
2.62
2.62
2.94
2.94
2.94
2.94
3.25
3.25
3.25
Pipe pile with welded-on corner sections 22; 1420 - 2020 mm D = a
Da
s
y y
4.9.1
Pipe piles
Pipe
diameter
Da
mm
Wall
thick-
ness
s
mm
Weight
kg
Steel area
A2cm
Circum-
ference
U
m
Second
moment
of inertia
Jy
4cm
Section
modulus
Wy
3cm
Radius of
gyration
iy
cm
Coating
area
Water side2m /m
67 68
4.9.1
Pipe piles
Pipe pile with welded-on corner sections 22; D = 813 - 1420 mma
Pipe
diameter
Da
mm
Wall
thick-
ness
s
mm
Weight
kg
Steel area
A2cm
Circum-
ference
U
m
Second
moment
of inertia
Jy
4cm
Section
modulus
Wy
3cm
Radius of
gyration
iy
cm
Coating
area
Water side2m /m
Da
s
y y
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
219
268
301
244
299
336
269
331
372
320
393
443
496
369
455
279
341
383
311
381
428
343
421
474
407
501
565
632
470
580
2.85
2.85
2.85
3.17
3.17
3.17
3.49
3.49
3.49
4.13
4.13
4.13
4.13
4.76
4.76
203364
251860
284315
290147
359708
406344
399850
496123
560762
695738
864327
977765
1096822
1100878
1368830
5003
6196
6994
6349
7871
8892
7871
9766
11039
11406
14169
16029
17981
15505
19279
27.0
27.2
27.2
30.5
30.7
30.8
34.1
34.3
34.4
41.3
41.5
41.6
41.7
48.4
48.6
1.36
1.36
1.36
1.52
1.52
1.52
1.68
1.68
1.68
2.00
2.00
2.00
2.00
2.31
2.31
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
513
575
626
517
584
654
713
810
654
733
799
909
812
885
1008
654
733
798
658
743
833
908
1032
833
934
1018
1158
1034
1128
1284
4.76
4.76
4.76
5.39
5.39
5.39
5.39
5.39
6.02
6.02
6.02
6.02
6.65
6.65
6.65
1549399
1739152
1896156
2039150
2309173
2593201
2828420
3217494
3283855
3689127
4024989
4581008
5057090
5518851
6283814
21823
24495
26706
25175
28508
32015
34919
39722
36086
40540
44231
50341
50070
54642
62216
48.7
48.7
48.7
55.7
55.7
55.8
55.8
55.8
62.8
62.9
62.9
62.9
69.9
69.9
70.0
2.31
2.31
2.31
2.62
2.62
2.62
2.62
2.62
2.94
2.94
2.94
2.94
3.25
3.25
3.25
Pipe pile with welded-on corner sections 22; 1420 - 2020 mm D = a
Da
s
y y
4.9.1
Pipe piles
Pipe
diameter
Da
mm
Wall
thick-
ness
s
mm
Weight
kg
Steel area
A2cm
Circum-
ference
U
m
Second
moment
of inertia
Jy
4cm
Section
modulus
Wy
3cm
Radius of
gyration
iy
cm
Coating
area
Water side2m /m
69 70
Pipe piles with LARSSEN 23 intermediate piles
Pipe
dia-
meter
Da
mm
Wall
thick-
ness
s
mm
System
width
B
m
Coating
area
Water side2m /m
Taking account of
intermediate piles
Iy
4cm /m
Disregarding
intermediate piles
Iy
4cm /m
Distance
from
extr.
fiber
ep
cm
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
60%2kg/m
Section
modulus
Wy
3cm /m
Section
modulus
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 23 intermediate piles
Second moment of inertia
Second moment of inertia
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
2.37
2.37
2.37
2.47
2.47
2.47
2.58
2.58
2.58
2.78
2.78
2.78
2.78
2.98
2.98
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
110300
130800
144500
140900
169000
187900
177900
215300
240400
271300
331900
372700
415600
389000
479000
85700
106100
119800
117300
145400
164200
155200
192600
217700
250300
310900
351700
394500
369400
459300
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
150
170
184
153
176
191
157
181
197
164
190
208
227
169
198
2710
3220
3550
3080
3700
4110
3500
4240
4730
4450
5440
6110
6810
5480
6750
2110
2610
2950
2570
3180
3590
3060
3790
4290
4100
5100
5770
6470
5200
6470
80%2kg/m
170
191
205
173
195
210
176
200
216
181
208
226
245
186
215
100%2kg/m
191
211
225
193
215
230
195
219
235
199
225
243
262
202
231
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m3cm /m
Wy Wy
3cm /m
Pipe piles with LARSSEN 23 intermediate piles
y
Da
B
ep
s
y
LARSSEN 23 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
2.98
2.98
2.98
3.18
3.18
3.18
3.18
3.18
3.38
3.38
3.38
3.38
3.58
3.58
3.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
539600
603200
655900
659600
744500
833900
907800
1030200
988900
1108800
1208100
1372600
1428900
1557900
1771600
519900
583600
636300
641200
726200
815500
889400
1011800
971600
1091500
1190800
1355300
1412600
1541600
1755300
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
218
239
256
205
226
248
267
297
233
257
277
309
265
285
319
7600
8500
9240
8140
9190
10290
11210
12720
10870
12180
13280
15080
14150
15420
17540
7320
8220
8960
7920
8960
10070
10980
12490
10680
11990
13090
14890
13990
15260
17380
80%2kg/m
234
255
272
220
242
264
282
313
248
271
291
324
278
299
333
100%2kg/m
251
271
288
236
257
279
297
328
262
286
305
338
292
312
347
Section
modulus
4.9.2
Pipe pile walls
69 70
Pipe piles with LARSSEN 23 intermediate piles
Pipe
dia-
meter
Da
mm
Wall
thick-
ness
s
mm
System
width
B
m
Coating
area
Water side2m /m
Taking account of
intermediate piles
Iy
4cm /m
Disregarding
intermediate piles
Iy
4cm /m
Distance
from
extr.
fiber
ep
cm
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
60%2kg/m
Section
modulus
Wy
3cm /m
Section
modulus
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 23 intermediate piles
Second moment of inertia
Second moment of inertia
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
2.37
2.37
2.37
2.47
2.47
2.47
2.58
2.58
2.58
2.78
2.78
2.78
2.78
2.98
2.98
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
110300
130800
144500
140900
169000
187900
177900
215300
240400
271300
331900
372700
415600
389000
479000
85700
106100
119800
117300
145400
164200
155200
192600
217700
250300
310900
351700
394500
369400
459300
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
150
170
184
153
176
191
157
181
197
164
190
208
227
169
198
2710
3220
3550
3080
3700
4110
3500
4240
4730
4450
5440
6110
6810
5480
6750
2110
2610
2950
2570
3180
3590
3060
3790
4290
4100
5100
5770
6470
5200
6470
80%2kg/m
170
191
205
173
195
210
176
200
216
181
208
226
245
186
215
100%2kg/m
191
211
225
193
215
230
195
219
235
199
225
243
262
202
231
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m3cm /m
Wy Wy
3cm /m
Pipe piles with LARSSEN 23 intermediate piles
y
Da
B
ep
s
y
LARSSEN 23 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
2.98
2.98
2.98
3.18
3.18
3.18
3.18
3.18
3.38
3.38
3.38
3.38
3.58
3.58
3.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
1.58
539600
603200
655900
659600
744500
833900
907800
1030200
988900
1108800
1208100
1372600
1428900
1557900
1771600
519900
583600
636300
641200
726200
815500
889400
1011800
971600
1091500
1190800
1355300
1412600
1541600
1755300
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
218
239
256
205
226
248
267
297
233
257
277
309
265
285
319
7600
8500
9240
8140
9190
10290
11210
12720
10870
12180
13280
15080
14150
15420
17540
7320
8220
8960
7920
8960
10070
10980
12490
10680
11990
13090
14890
13990
15260
17380
80%2kg/m
234
255
272
220
242
264
282
313
248
271
291
324
278
299
333
100%2kg/m
251
271
288
236
257
279
297
328
262
286
305
338
292
312
347
Section
modulus
4.9.2
Pipe pile walls
71
Pipe piles with LARSSEN 603 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
80%2kg/m
100%2kg/m
72
y
Da
B
ep
s
y
LARSSEN 603 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
1.39
1.39
1.39
1.40
1.40
1.40
1.41
1.41
1.41
1.42
1.42
1.42
1.42
1.43
1.43
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
2.67
2.67
2.67
2.77
2.77
2.77
2.88
2.88
2.88
3.08
3.08
3.08
3.08
3.28
3.28
88300
106400
118600
116300
141400
158200
150400
183800
206300
236500
291200
328000
366700
345600
427300
2170
2620
2920
2550
3090
3460
2960
3620
4060
3880
4770
5380
6010
4870
6020
76100
94200
106400
104600
129700
146500
139000
172500
195000
225900
280600
317500
356100
335600
417300
1870
2320
2620
2290
2840
3210
2740
3400
3840
3700
4600
5200
5840
4730
5880
127
146
158
132
151
165
136
157
171
143
167
183
200
149
176
144
162
174
148
167
181
151
172
187
157
181
198
215
163
189
160
178
191
163
183
197
166
188
202
172
196
212
229
176
202
Section
modulus
Pipe piles with LARSSEN 603 10/10 intermediate piles
y
Da
B
ep
s
y
LARSSEN 603 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
80%2kg/m
100%2kg/m
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
1.43
1.43
1.43
1.43
1.43
1.43
1.43
1.43
1.44
1.44
1.44
1.44
1.45
1.45
1.45
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
3.28
3.28
3.28
3.48
3.48
3.48
3.48
3.48
3.68
3.68
3.68
3.68
3.88
3.88
3.88
482300
540200
588000
595300
672900
754500
822100
933900
901200
1011300
1102600
1253700
1311800
1430800
1627900
6790
7610
8280
7350
8310
9320
10150
11530
9900
11110
12120
13780
12990
14170
16120
472400
530200
578100
586000
663600
745200
812800
924600
892400
1002500
1093700
1244800
1303400
1422400
1619500
6650
7470
8140
7230
8190
9200
10030
11410
9810
11020
12020
13680
12900
14080
16040
193
212
228
183
202
223
240
268
210
232
250
280
240
259
291
207
226
241
196
215
235
252
280
222
244
262
292
252
271
302
220
239
255
209
228
248
265
293
234
256
274
304
263
282
314
Section
modulus
4.9.2
Pipe pile walls
4.9.2
Pipe pile walls
71
Pipe piles with LARSSEN 603 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
80%2kg/m
100%2kg/m
72
y
Da
B
ep
s
y
LARSSEN 603 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
1.39
1.39
1.39
1.40
1.40
1.40
1.41
1.41
1.41
1.42
1.42
1.42
1.42
1.43
1.43
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
2.67
2.67
2.67
2.77
2.77
2.77
2.88
2.88
2.88
3.08
3.08
3.08
3.08
3.28
3.28
88300
106400
118600
116300
141400
158200
150400
183800
206300
236500
291200
328000
366700
345600
427300
2170
2620
2920
2550
3090
3460
2960
3620
4060
3880
4770
5380
6010
4870
6020
76100
94200
106400
104600
129700
146500
139000
172500
195000
225900
280600
317500
356100
335600
417300
1870
2320
2620
2290
2840
3210
2740
3400
3840
3700
4600
5200
5840
4730
5880
127
146
158
132
151
165
136
157
171
143
167
183
200
149
176
144
162
174
148
167
181
151
172
187
157
181
198
215
163
189
160
178
191
163
183
197
166
188
202
172
196
212
229
176
202
Section
modulus
Pipe piles with LARSSEN 603 10/10 intermediate piles
y
Da
B
ep
s
y
LARSSEN 603 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
80%2kg/m
100%2kg/m
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
1.43
1.43
1.43
1.43
1.43
1.43
1.43
1.43
1.44
1.44
1.44
1.44
1.45
1.45
1.45
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
3.28
3.28
3.28
3.48
3.48
3.48
3.48
3.48
3.68
3.68
3.68
3.68
3.88
3.88
3.88
482300
540200
588000
595300
672900
754500
822100
933900
901200
1011300
1102600
1253700
1311800
1430800
1627900
6790
7610
8280
7350
8310
9320
10150
11530
9900
11110
12120
13780
12990
14170
16120
472400
530200
578100
586000
663600
745200
812800
924600
892400
1002500
1093700
1244800
1303400
1422400
1619500
6650
7470
8140
7230
8190
9200
10030
11410
9810
11020
12020
13680
12900
14080
16040
193
212
228
183
202
223
240
268
210
232
250
280
240
259
291
207
226
241
196
215
235
252
280
222
244
262
292
252
271
302
220
239
255
209
228
248
265
293
234
256
274
304
263
282
314
Section
modulus
4.9.2
Pipe pile walls
4.9.2
Pipe pile walls
73 74
Pipe piles with LARSSEN 703 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 703 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
2.97
2.97
2.97
3.07
3.07
3.07
3.18
3.18
3.18
3.38
3.38
3.38
3.38
3.58
3.58
1.350
1.350
1.350
1.360
1.360
1.360
1.370
1.370
1.370
1.380
1.380
1.380
1.380
1.390
1.390
85900
102200
113200
111300
134000
149100
142300
172600
193000
221300
271100
304700
339900
322100
396900
68400
84700
95600
94400
117000
132200
125900
156200
176600
205800
255700
289300
324500
307500
382400
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
118
135
146
122
140
152
126
146
159
134
155
170
186
140
164
2110
2520
2780
2440
2930
3260
2800
3400
3800
3630
4440
4990
5570
4540
5590
1680
2080
2350
2070
2560
2890
2480
3080
3480
3370
4190
4740
5320
4330
5390
80%2kg/m
134
151
162
138
156
168
141
161
174
148
170
184
200
153
177
100%2kg/m
150
167
178
153
171
183
156
176
189
162
184
198
214
167
191
Section
modulus
Pipe piles with LARSSEN 703 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 703 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
3.58
3.58
3.58
3.78
3.78
3.78
3.78
3.78
3.98
3.98
3.98
3.98
4.18
4.18
4.18
1.390
1.390
1.390
1.400
1.400
1.400
1.400
1.400
1.410
1.410
1.410
1.410
1.420
1.420
1.420
447300
500300
544200
553200
624700
699800
762000
865000
838200
940000
1024400
1164100
1222300
1332800
1515800
432800
485800
529700
539500
610900
686000
748300
851200
825100
926900
1011300
1151000
1209800
1320300
1503300
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
180
198
212
172
189
208
223
249
197
217
234
262
226
243
273
6300
7050
7660
6830
7710
8640
9410
10680
9210
10330
11260
12790
12100
13200
15010
6100
6840
7460
6660
7540
8470
9240
10510
9070
10190
11110
12650
11980
13070
14880
80%2kg/m
194
211
225
184
202
221
236
262
209
229
246
274
237
255
284
100%2kg/m
207
224
238
197
214
233
249
274
221
241
258
285
249
266
295
Section
modulus
73 74
Pipe piles with LARSSEN 703 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 703 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
813.0
813.0
813.0
914.0
914.0
914.0
1016.0
1016.0
1016.0
1220.0
1220.0
1220.0
1220.0
1420.0
1420.0
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
10.0
12.5
14.2
16.0
10.0
12.5
2.97
2.97
2.97
3.07
3.07
3.07
3.18
3.18
3.18
3.38
3.38
3.38
3.38
3.58
3.58
1.350
1.350
1.350
1.360
1.360
1.360
1.370
1.370
1.370
1.380
1.380
1.380
1.380
1.390
1.390
85900
102200
113200
111300
134000
149100
142300
172600
193000
221300
271100
304700
339900
322100
396900
68400
84700
95600
94400
117000
132200
125900
156200
176600
205800
255700
289300
324500
307500
382400
40.7
40.7
40.7
45.7
45.7
45.7
50.8
50.8
50.8
61.0
61.0
61.0
61.0
71.0
71.0
118
135
146
122
140
152
126
146
159
134
155
170
186
140
164
2110
2520
2780
2440
2930
3260
2800
3400
3800
3630
4440
4990
5570
4540
5590
1680
2080
2350
2070
2560
2890
2480
3080
3480
3370
4190
4740
5320
4330
5390
80%2kg/m
134
151
162
138
156
168
141
161
174
148
170
184
200
153
177
100%2kg/m
150
167
178
153
171
183
156
176
189
162
184
198
214
167
191
Section
modulus
Pipe piles with LARSSEN 703 10/10 intermediate piles
Da
mm
s
mm
B
m 2m /m
Iy
4cm /m
Iy
4cm /m
ep
cm
60%2kg/m
Wy
3cm /m
Wy
3cm /m
y
Da
B
ep
s
y
LARSSEN 703 10/10 intermediate piles
Pipe
dia-
meter
Wall
thick-
ness
System
width
Coating
area
Water side
Taking account of
intermediate piles
Disregarding
intermediate piles
Distance
from
extr.
fiber
Dead weight in
relation to pipe length
LARSSEN length
in % of pipe length
Section
modulus
Second moment of inertia
Second moment of inertia
4.9.2
Pipe pile walls
1420.0
1420.0
1420.0
1620.0
1620.0
1620.0
1620.0
1620.0
1820.0
1820.0
1820.0
1820.0
2020.0
2020.0
2020.0
14.2
16.0
17.5
12.5
14.2
16.0
17.5
20.0
14.2
16.0
17.5
20.0
16.0
17.5
20.0
3.58
3.58
3.58
3.78
3.78
3.78
3.78
3.78
3.98
3.98
3.98
3.98
4.18
4.18
4.18
1.390
1.390
1.390
1.400
1.400
1.400
1.400
1.400
1.410
1.410
1.410
1.410
1.420
1.420
1.420
447300
500300
544200
553200
624700
699800
762000
865000
838200
940000
1024400
1164100
1222300
1332800
1515800
432800
485800
529700
539500
610900
686000
748300
851200
825100
926900
1011300
1151000
1209800
1320300
1503300
71.0
71.0
71.0
81.0
81.0
81.0
81.0
81.0
91.0
91.0
91.0
91.0
101.0
101.0
101.0
180
198
212
172
189
208
223
249
197
217
234
262
226
243
273
6300
7050
7660
6830
7710
8640
9410
10680
9210
10330
11260
12790
12100
13200
15010
6100
6840
7460
6660
7540
8470
9240
10510
9070
10190
11110
12650
11980
13070
14880
80%2kg/m
194
211
225
184
202
221
236
262
209
229
246
274
237
255
284
100%2kg/m
207
224
238
197
214
233
249
274
221
241
258
285
249
266
295
Section
modulus
75
4.10
Angle walls
LARSSEN Angle wallsAngle walls can be produced from all LARSSEN sections and are available on request.
Z
Z
yy
45°
75
4.10
Angle walls
LARSSEN Angle wallsAngle walls can be produced from all LARSSEN sections and are available on request.
Z
Z
yy
45°